8’ WIDE HOLLOWCORE
SPANCRETE PLANK
LOAD TABLES
&
GUIDE SPECIFICATION
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
A DIVISION OF KIEWIT PACIFIC CO.
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754 – 9494 FAX: (925) 754 - 0624
WWW.KIECON.COM
TABLE OF CONTENTS
6” X 96” STANDARD HOLLOWCORE
3-12
8” X 96” STANDARD HOLLOWCORE
8” X 96” ULTRALIGHT HOLLOWCORE
13-22
23-32
10” X 96” STANDARD HOLLOWCORE
10” X 96” ULTRALIGHT HOLLOWCORE
33-42
43-52
12” X 96” STANDARD HOLLOWCORE
12” X 96” ULTRALIGHT HOLLOWCORE
53-62
63-72
GUIDE SPECIFICATION (LONG VERSION)
GUIDE SPECIFICATION (SHORT VERSION)
73-76
77
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
A DIVISION OF KIEWIT PACIFIC CO.
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754 – 9494 FAX: (925) 754 - 0624
WWW.KIECON.COM
03/10
2
STANDARD LOAD TABLES
6” THICK SPANCRETE® 1.00” COVER – 270K STRAND
6 " x 96 " S T D . S L A B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 49 PSF
DEAD LOAD WEIGHT WITH TOPPING = 74 PSF
SECTION PROPERTIES
2
A = 394 in
I = 1563 in4
Yt = 3.014 in
Yb = 2.986 in
SECTION PROPERTIES
b = 35.63 in
wt = 49 psf
Mn
ft-k/ft
10.28
13.29
16.16
18.83
21.29
21.34
Series
1.00D6806
1.00D6808
1.00D6810
1.00D6812
1.00D6814
1.00D6816
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
213
193
168
147
129
114
100
89
78
69
61
54
48
41
36
264
236
212
186
164
145
128
113
101
89
79
70
62
55
49
43
286
257
231
209
189
168
149
133
118
106
95
85
76
68
60
54
48
43
307
275
247
224
204
186
168
150
135
121
109
98
88
79
71
64
58
52
46
A = 576.6 in
I = 3634 in4
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
157
141
122
105
92
80
69
60
52
45
39
34
29
2
244
247
228
237
216
197
181
165
148
134
121
109
99
90
81
74
67
60
54
49
44
38
34
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 35.63 in
wt = 74 psf
Yt = 3.743 in
Yb = 4.257 in
14.81
19.20
23.38
27.38
31.14
34.65
1.00D6806T2
1.00D6808T2
1.00D6810T2
1.00D6812T2
1.00D6814T2
1.00D6816T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
222
200
173
149
129
112
91
73
57
43
31
20
303
275
240
210
184
157
133
113
94
78
63
50
38
362
335
305
266
230
198
171
147
126
108
91
77
64
52
41
362
335
312
291
271
236
206
179
156
135
117
101
86
73
61
51
41
362
335
312
291
272
255
238
209
183
161
141
123
107
93
80
68
57
48
IN
348
335
312
291
272
255
240
226
208
184
162
143
126
111
97
84
73
62
53
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
3
STANDARD LOAD TABLES
6” THICK SPANCRETE® 1.00” COVER – 270K STRAND
6" x 96" STD . SLA B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 87 PSF
DEAD LOAD WEIGHT WITH TOPPING = 99 PSF
SECTION PROPERTIES
2
A = 667.9 in
I = 5060 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.163 in
Yb = 4.837 in
SECTION PROPERTIES
b = 35.63 in
wt = 87 psf
17.13
22.37
27.29
32.03
36.58
40.89
1.00D6806T3
1.00D6808T3
1.00D6810T3
1.00D6812T3
1.00D6814T3
1.00D6816T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
256
231
199
172
141
112
87
65
45
28
350
318
280
242
203
169
140
114
91
71
52
36
21
420
389
356
303
258
220
186
157
131
109
89
71
55
40
420
389
361
336
310
266
229
197
168
143
120
101
83
67
52
39
420
389
361
336
315
295
269
233
202
174
150
128
108
91
75
61
48
36
403
389
361
336
315
295
277
261
233
203
177
153
132
113
96
81
67
54
42
2
A = 759.1 in
I = 6814 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 35.63 in
wt = 99 psf
Yt = 4.602 in
Yb = 5.398 in
19.45
25.55
31.23
36.71
42.01
47.11
1.00D6806T4
1.00D6808T4
1.00D6810T4
1.00D6812T4
1.00D6814T4
1.00D6816T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
291
262
226
182
141
105
75
48
24
398
362
319
264
216
176
140
109
80
55
33
480
443
401
338
284
237
197
161
131
103
79
57
36
480
443
411
383
346
294
249
210
175
145
118
94
72
53
35
480
443
411
383
358
336
297
254
217
183
154
127
104
83
64
46
31
IN
458
443
411
383
358
336
315
295
255
219
187
158
133
110
89
71
54
39
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
4
STANDARD LOAD TABLES
6” THICK SPANCRETE® 1.25” COVER – 270K STRAND
6" x 96" STD . SLA B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 49 PSF
DEAD LOAD WEIGHT WITH TOPPING = 74 PSF
SECTION PROPERTIES
2
A = 394 in
I = 1563 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 3.014 in
Yb = 2.986 in
SECTION PROPERTIES
b = 35.63 in
wt = 49 psf
9.69
12.51
15.18
17.65
19.71
19.27
1.25D6806
1.25D6808
1.25D6810
1.25D6812
1.25D6814
1.25D6816
200
180
156
136
119
105
92
81
72
63
56
49
43
36
250
226
197
173
153
135
119
105
93
82
72
64
56
49
43
276
247
223
201
177
157
139
123
110
98
87
77
69
61
54
48
296
265
239
217
196
177
158
141
126
112
101
90
81
72
65
58
52
A = 576.6 in
I = 3634 in4
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
147
131
113
97
84
73
63
55
47
41
35
30
2
315
282
254
229
204
181
162
145
130
117
106
95
86
78
70
63
57
51
46
38
34
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 35.63 in
wt = 74 psf
Yt = 3.743 in
Yb = 4.257 in
14.23
18.41
22.41
26.21
29.77
33.08
1.25D6806T2
1.25D6808T2
1.25D6810T2
1.25D6812T2
1.25D6814T2
1.25D6816T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
212
190
164
141
122
100
80
63
48
35
23
291
263
228
199
169
143
120
100
83
67
53
40
345
320
287
246
211
181
155
133
113
95
80
66
53
42
345
320
297
277
251
218
189
163
141
121
104
88
74
62
51
40
345
320
297
277
259
243
220
192
167
146
127
110
94
81
68
57
47
IN
345
320
297
277
259
243
229
215
192
168
148
129
113
98
85
73
62
52
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
5
STANDARD LOAD TABLES
6” THICK SPANCRETE® 1.25” COVER – 270K STRAND
6 " x 96 " S T D . S L A B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 87 PSF
DEAD LOAD WEIGHT WITH TOPPING = 99 PSF
SECTION PROPERTIES
A = 667.9 in2
I = 5060 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.163 in
Yb = 4.837 in
SECTION PROPERTIES
b = 35.63 in
wt = 87 psf
16.55
21.57
26.31
30.87
35.22
39.32
1.25D6806T3
1.25D6808T3
1.25D6810T3
1.25D6812T3
1.25D6814T3
1.25D6816T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
246
221
190
157
125
97
73
52
34
339
307
264
221
183
151
123
99
76
57
39
24
403
373
328
278
235
199
167
139
115
93
74
57
41
403
373
346
322
285
243
208
177
149
125
104
85
68
53
39
403
373
346
322
301
283
246
212
182
156
132
111
92
76
61
47
403
373
346
322
301
283
266
245
212
184
158
136
115
97
81
66
53
A = 759.1 in2
I = 6814 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.602 in
Yb = 5.398 in
b = 35.63 in
wt = 99 psf
18.87
24.76
30.24
35.54
40.65
45.55
1.25D6806T4
1.25D6808T4
1.25D6810T4
1.25D6812T4
1.25D6814T4
1.25D6816T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
281
252
205
160
121
87
58
33
387
351
290
237
192
154
119
89
62
38
462
427
368
307
256
211
173
139
110
84
61
39
462
427
396
369
315
266
223
185
152
123
97
74
54
35
462
427
396
369
345
316
269
228
192
160
132
106
84
64
45
IN
462
427
396
369
345
323
303
268
229
194
164
136
112
90
70
52
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
6
STANDARD LOAD TABLES
6” THICK SPANCRETE® 1.50” COVER – 270K STRAND
6 " x 96 " S T D . S L A B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 49 PSF
DEAD LOAD WEIGHT WITH TOPPING = 74 PSF
SECTION PROPERTIES
2
A = 394 in
I = 1563 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 3.014 in
Yb = 2.986 in
SECTION PROPERTIES
b = 35.63 in
wt = 49 psf
9.10
11.74
14.21
16.48
17.66
17.30
1.50D6806
1.50D6808
1.50D6810
1.50D6812
1.50D6814
1.50D6816
187
166
144
126
110
96
84
74
65
57
50
44
234
209
182
160
141
124
109
96
84
74
65
57
50
258
235
214
187
164
145
128
113
100
89
79
70
62
54
284
255
230
207
184
163
145
130
115
103
92
82
73
65
58
Series
300
262
230
203
179
159
142
126
113
101
91
82
73
66
59
53
47
38
34
Yt = 3.743 in
Yb = 4.257 in
A = 576.6 in
I = 3634 in4
Mn
ft-k/ft
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
136
120
103
89
77
66
57
49
42
36
30
2
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 35.63 in
wt = 74 psf
13.63
17.62
21.44
25.04
28.40
31.51
1.50D6806T2
1.50D6808T2
1.50D6810T2
1.50D6812T2
1.50D6814T2
1.50D6816T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
202
180
155
133
109
88
69
53
39
26
278
249
215
182
153
128
106
87
70
55
42
339
309
264
225
192
164
139
117
99
82
67
54
42
339
314
291
266
229
198
170
146
125
106
90
75
62
50
339
314
291
272
254
230
200
173
150
129
111
95
81
68
56
IN
339
314
291
272
254
238
224
198
173
151
131
114
98
84
71
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
7
STANDARD LOAD TABLES
6” THICK SPANCRETE® 1.50” COVER – 270K STRAND
6 " x 96 " S T D . S L A B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 87 PSF
DEAD LOAD WEIGHT WITH TOPPING = 99 PSF
SECTION PROPERTIES
A = 667.9 in2
I = 5060 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.163 in
Yb = 4.837 in
SECTION PROPERTIES
b = 35.63 in
wt = 87 psf
15.97
20.78
25.33
29.70
33.85
37.76
1.50D6806T3
1.50D6808T3
1.50D6810T3
1.50D6812T3
1.50D6814T3
1.50D6816T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
236
211
175
139
109
83
60
40
23
326
289
240
198
163
132
106
82
61
43
27
386
356
299
252
211
177
146
120
97
76
58
42
386
357
331
303
258
219
185
155
129
107
86
68
52
386
357
331
309
288
258
221
189
160
135
113
93
75
59
386
357
331
309
288
270
254
220
189
162
138
116
97
80
64
A = 759.1 in2
I = 6814 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.602 in
Yb = 5.398 in
b = 35.63 in
wt = 99 psf
18.29
23.96
29.25
34.37
39.29
43.99
1.50D6806T4
1.50D6808T4
1.50D6810T4
1.50D6812T4
1.50D6814T4
1.50D6816T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
271
232
181
138
101
70
42
374
320
260
210
167
130
98
69
44
22
445
400
332
275
226
184
148
116
88
63
42
445
411
381
337
282
235
194
159
128
100
76
54
34
445
411
381
355
331
283
238
199
165
135
108
84
63
43
IN
445
411
381
355
331
310
280
237
200
167
138
112
89
68
50
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
8
STANDARD LOAD TABLES
6” THICK SPANCRETE® 1.75” COVER – 270K STRAND
6 " x 96 " S T D . S L A B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 49 PSF
DEAD LOAD WEIGHT WITH TOPPING = 74 PSF
SECTION PROPERTIES
A = 394 in2
I = 1563 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 3.014 in
Yb = 2.986 in
SECTION PROPERTIES
b = 35.63 in
wt = 49 psf
8.51
10.96
13.24
15.31
15.71
15.43
1.75D6806
1.75D6808
1.75D6810
1.75D6812
1.75D6814
1.75D6816
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
126
110
94
81
69
59
51
43
37
31
174
153
132
115
100
87
76
67
58
51
44
218
192
167
146
128
113
99
87
76
66
58
50
240
218
197
172
151
132
116
103
90
80
70
62
267
235
205
181
159
141
125
111
99
89
79
71
63
A = 576.6 in2
I = 3634 in4
264
230
201
177
156
138
122
109
97
86
77
69
61
55
49
38
34
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 3.743 in
Yb = 4.257 in
b = 35.63 in
wt = 74 psf
13.03
16.84
20.46
23.87
27.03
29.47
1.75D6806T2
1.75D6808T2
1.75D6810T2
1.75D6812T2
1.75D6814T2
1.75D6816T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
192
170
145
119
96
76
58
43
30
265
233
195
163
136
112
92
74
58
44
331
282
239
203
172
145
122
102
84
68
54
339
314
282
241
206
177
151
128
108
91
75
61
339
314
291
272
239
206
178
153
131
112
95
80
66
IN
339
314
291
272
254
235
204
177
153
132
114
97
83
69
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
9
STANDARD LOAD TABLES
6” THICK SPANCRETE® 1.75” COVER – 270K STRAND
6 " x 96 " S T D . S L A B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 87 PSF
DEAD LOAD WEIGHT WITH TOPPING = 99 PSF
SECTION PROPERTIES
2
A = 667.9 in
I = 5060 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.163 in
Yb = 4.837 in
SECTION PROPERTIES
b = 35.63 in
wt = 87 psf
15.39
19.98
24.35
28.54
32.49
36.19
1.75D6806T3
1.75D6808T3
1.75D6810T3
1.75D6812T3
1.75D6814T3
1.75D6816T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
226
195
155
121
93
68
47
28
313
261
214
175
142
113
88
66
46
29
382
322
269
225
186
154
125
100
79
59
42
383
354
321
271
229
192
161
133
109
87
68
51
383
354
328
306
269
229
194
164
137
114
93
74
57
383
354
328
306
286
264
226
193
164
138
116
96
78
2
Yt = 4.602 in
Yb = 5.398 in
A = 759.1 in
I = 6814 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 35.63 in
wt = 99 psf
17.71
23.16
28.27
33.19
37.93
42.43
1.75D6806T4
1.75D6808T4
1.75D6810T4
1.75D6812T4
1.75D6814T4
1.75D6816T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
260
205
157
116
82
52
26
352
285
229
182
142
107
76
49
26
428
359
296
242
196
156
122
92
66
43
428
395
359
299
247
203
165
131
102
76
53
428
395
366
341
296
248
205
169
137
108
83
60
IN
428
395
366
341
318
290
244
204
169
138
111
87
65
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
10
STANDARD LOAD TABLES
6” THICK SPANCRETE® 2.00” COVER – 270K STRAND
6 " x 96 " S T D . S L A B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 49 PSF
DEAD LOAD WEIGHT WITH TOPPING = 74 PSF
SECTION PROPERTIES
A = 394 in2
I = 1563 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 3.014 in
Yb = 2.986 in
SECTION PROPERTIES
b = 35.63 in
wt = 49 psf
7.92
10.19
12.26
13.72
13.86
13.66
2.00D6806
2.00D6808
2.00D6810
2.00D6812
2.00D6814
2.00D6816
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
116
100
85
73
62
53
45
38
160
139
120
104
90
79
68
59
51
45
201
175
152
133
116
102
88
77
67
58
50
222
200
175
153
135
119
104
91
80
70
61
234
203
177
155
136
120
106
94
83
74
66
58
A = 576.6 in2
I = 3634 in4
230
199
174
152
134
118
104
92
82
72
64
57
50
38
34
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 3.743 in
Yb = 4.257 in
b = 35.63 in
wt = 74 psf
12.43
16.05
19.50
22.70
25.66
27.13
2.00D6806T2
2.00D6808T2
2.00D6810T2
2.00D6812T2
2.00D6814T2
2.00D6816T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
181
159
131
105
83
64
47
33
251
209
174
144
118
96
77
61
46
302
254
214
180
151
126
104
85
69
54
339
297
252
215
182
154
130
109
91
75
60
339
314
289
248
212
182
155
132
112
94
78
IN
339
314
291
272
241
208
179
154
132
112
95
80
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
11
STANDARD LOAD TABLES
6” THICK SPANCRETE® 2.00” COVER – 270K STRAND
6 " x 96 " S T D . S L A B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 87 PSF
DEAD LOAD WEIGHT WITH TOPPING = 99 PSF
SECTION PROPERTIES
2
A = 667.9 in
I = 5060 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.163 in
Yb = 4.837 in
SECTION PROPERTIES
b = 35.63 in
wt = 87 psf
14.81
19.19
23.38
27.37
31.12
34.62
2.00D6806T3
2.00D6808T3
2.00D6810T3
2.00D6812T3
2.00D6814T3
2.00D6816T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
215
172
135
103
76
53
33
283
232
188
152
120
93
70
49
31
346
287
238
196
160
130
103
80
60
383
340
285
239
199
165
135
110
87
67
383
354
328
279
236
198
166
138
113
91
71
383
354
328
306
271
230
195
164
137
114
93
2
Yt = 4.602 in
Yb = 5.398 in
A = 759.1 in
I = 6814 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 35.63 in
wt = 99 psf
17.13
22.36
27.28
32.02
36.57
40.86
2.00D6806T4
2.00D6808T4
2.00D6810T4
2.00D6812T4
2.00D6814T4
2.00D6816T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
232
178
133
95
62
34
312
250
198
153
115
83
54
29
388
317
257
207
164
127
95
67
43
428
381
315
259
211
170
134
103
75
51
428
395
366
308
25
210
171
137
107
80
IN
428
395
366
341
298
249
206
169
137
108
82
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
12
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.00” COVER – 270K STRAND
8" x 96" STD . SLA B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 66 PSF
DEAD LOAD WEIGHT WITH TOPPING = 91 PSF
SECTION PROPERTIES
A = 530.9 in2
I = 3679 in4
Yt = 3.943 in
Yb = 4.057 in
SECTION PROPERTIES
b = 38.5 in
wt = 66 psf
Mn
ft-k/ft
14.98
19.60
23.95
28.16
32.16
35.87
39.28
Series
1.00D8806
1.00D8808
1.00D8810
1.00D8812
1.00D8814
1.00D8816
1.00D8818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
231
209
181
158
137
120
105
92
80
70
61
53
46
39
33
28
314
286
253
222
195
172
153
135
120
107
95
85
75
67
59
52
46
40
35
394
359
320
282
249
222
198
177
158
142
127
114
103
93
83
75
67
60
53
46
40
436
398
362
329
300
269
241
216
194
174
157
141
127
115
104
93
84
76
68
61
55
49
477
430
388
352
320
293
270
244
220
198
179
162
147
133
121
109
99
90
81
74
67
60
54
49
496
457
412
373
339
310
284
262
243
220
199
181
164
150
136
124
113
103
94
86
78
71
64
58
53
48
511
480
434
393
357
326
299
276
255
236
218
198
181
165
151
138
126
115
106
97
89
81
74
68
62
56
51
38
34
A = 713.5 in2
I = 7059 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.678 in
Yb = 5.322 in
b = 38.5 in
wt = 91 psf
19.45
25.55
31.23
36.72
42.01
47.12
52.02
1.00D8806T2
1.00D8808T2
1.00D8810T2
1.00D8812T2
1.00D8814T2
1.00D8816T2
1.00D8818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
114
100
82
201
175
152
132
115
100
87
75
65
51
38
27
405
368
326
285
251
221
195
173
153
136
120
104
87
72
59
47
36
486
449
413
364
322
285
254
227
202
181
161
141
123
106
91
76
63
52
41
486
449
417
389
364
341
311
278
250
222
196
173
153
135
118
103
90
77
66
55
44
35
486
449
417
389
364
341
321
303
286
257
229
204
182
161
143
127
112
99
86
75
65
55
46
486
449
417
389
364
341
321
303
286
271
257
232
208
186
167
149
133
118
105
93
82
71
62
53
45
IN
486
449
417
389
364
341
321
303
286
271
257
244
232
209
189
170
153
137
123
110
98
87
77
67
58
50
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
13
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.00” COVER – 270K STRAND
8" x 96" STD . SLA B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 104 PSF
DEAD LOAD WEIGHT WITH TOPPING = 116 PSF
SECTION PROPERTIES
2
A = 804.8 in
I = 9237 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.091 in
Yb = 5.909 in
SECTION PROPERTIES
b = 38.5 in
wt = 104 psf
21.78
28.64
35.20
41.42
47.46
53.32
58.98
1.00D6806T3
1.00D6808T3
1.00D6810T3
1.00D6812T3
1.00D6814T3
1.00D6816T3
1.00D6818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
127
110
90
224
194
169
147
128
111
94
73
55
38
24
453
412
364
319
280
247
218
193
171
148
123
101
81
64
48
33
20
547
505
465
409
362
321
286
255
227
197
170
146
124
104
85
68
53
39
27
547
505
469
437
408
383
350
313
276
242
212
185
161
139
120
102
86
70
56
43
31
547
505
469
437
408
383
360
339
320
283
250
221
195
171
150
130
113
97
82
69
57
44
547
505
469
437
408
383
360
339
320
303
286
254
226
201
178
157
138
121
105
90
77
65
54
44
547
505
469
437
408
383
360
339
320
303
287
273
255
228
203
181
161
143
126
110
96
83
71
60
50
41
2
Yt = 5.521 in
Yb = 6.479 in
A = 896.1 in
I = 11,807 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.5 in
wt = 116 psf
24.10
31.74
39.19
46.16
52.95
59.54
65.97
1.00D8806T4
1.00D8808T4
1.00D8810T4
1.00D8812T4
1.00D8814T4
1.00D8816T4
1.00D8818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
139
121
285
247
214
186
162
141
111
84
60
39
610
563
522
486
454
425
400
376
355
336
318
302
276
244
215
189
166
144
125
107
90
75
61
48
37
502
456
403
352
309
273
241
213
179
147
118
93
70
49
31
610
563
517
455
402
357
317
282
242
207
175
147
120
96
74
55
37
21
610
563
522
486
454
425
389
343
298
259
224
192
164
139
117
96
75
57
40
25
610
563
522
486
454
425
400
376
351
308
269
235
204
177
152
129
109
90
73
57
41
26
610
563
522
486
454
425
400
376
355
336
311
274
241
212
185
160
138
118
100
83
68
54
40
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
A DIVISION OF KIEWIT PACIFIC CO.
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
1” – 1-1/2” CAMBER
1-1/2” – 2” CAMBER
14
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.25” COVER – 270K STRAND
8" x 96" STD . SLA B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 66 PSF
DEAD LOAD WEIGHT WITH TOPPING = 91 PSF
SECTION PROPERTIES
2
A = 530.9 in
I = 3679 in4
Yt = 3.943 in
Yb = 4.057 in
SECTION PROPERTIES
b = 38.5 in
wt = 66 psf
Mn
ft-k/ft
14.40
18.81
22.97
26.99
30.80
34.31
37.16
Series
1.25D8806
1.25D8808
1.25D8810
1.25D8812
1.25D8814
1.25D8816
1.25D8818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
221
199
172
150
130
113
99
86
75
65
57
49
42
36
30
25
302
274
240
211
185
163
144
128
113
101
89
79
70
62
55
48
42
37
379
345
305
268
237
211
187
167
150
134
120
108
97
87
78
70
62
55
48
42
420
383
348
316
287
256
229
205
184
166
150
134
121
109
98
88
79
71
63
56
50
461
414
373
338
307
281
258
234
211
190
171
154
140
126
114
103
93
84
76
69
62
55
50
480
441
397
359
327
299
273
252
233
211
191
173
157
143
130
118
107
97
89
80
73
66
60
54
495
464
419
379
345
315
288
266
245
227
210
191
173
158
144
131
120
110
100
91
83
76
69
63
57
52
38
34
2
Yt = 4.678 in
Yb = 5.322 in
A = 713.5 in
I = 7059 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.5 in
wt = 91 psf
18.87
24.76
30.24
35.54
40.66
45.56
50.27
1.25D8806T2
1.25D8808T2
1.25D8810T2
1.25D8812T2
1.25D8814T2
1.25D8816T2
1.25D8818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
109
95
77
193
167
145
126
110
95
82
71
58
45
33
22
393
357
313
274
241
212
187
165
146
130
113
95
79
65
52
40
29
468
433
398
350
309
274
244
217
194
173
151
131
114
97
82
68
56
44
468
433
402
375
351
329
298
267
238
210
185
163
143
125
109
95
81
69
58
47
468
433
402
375
351
329
309
291
275
244
217
192
171
151
134
118
103
90
78
67
57
48
468
433
402
375
351
329
309
291
275
261
246
220
197
176
157
139
124
110
97
85
74
64
54
IN
468
433
402
375
351
329
309
291
275
261
247
234
221
199
178
160
143
128
114
101
89
79
69
60
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
15
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.25” COVER – 270K STRAND
8" x 96" STD . SLA B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 104 PSF
DEAD LOAD WEIGHT WITH TOPPING = 116 PSF
SECTION PROPERTIES
A = 804.8 in2
I = 9237 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.091 in
Yb = 5.909 in
SECTION PROPERTIES
b = 38.5 in
wt = 104 psf
21.20
27.87
34.20
40.24
46.10
51.77
57.23
1.25D8806T3
1.25D8808T3
1.25D8810T3
1.25D8812T3
1.25D8814T3
1.25D8816T3
1.25D8818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
122
105
249
216
187
162
141
122
106
85
65
47
31
441
401
352
308
270
238
210
186
162
136
112
91
72
55
39
26
529
489
450
396
349
310
275
245
214
184
158
134
112
93
75
59
44
31
529
489
454
423
395
370
338
298
260
227
198
172
149
128
109
92
75
60
46
34
529
489
454
423
395
370
348
328
304
268
236
207
181
158
138
119
102
87
72
59
47
529
489
454
423
395
370
348
328
309
293
271
240
212
188
165
145
126
110
94
80
67
56
45
529
489
454
423
395
370
348
328
309
293
277
263
241
215
191
169
149
131
115
100
86
74
62
51
A = 896.1 in2
I = 11,807 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.521 in
Yb = 6.479 in
b = 38.5 in
wt = 116 psf
23.52
30.97
38.19
44.97
51.57
57.99
64.22
1.25D8806T4
1.25D8808T4
1.25D8810T4
1.25D8812T4
1.25D8814T4
1.25D8816T4
1.25D8818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
134
116
276
238
207
179
156
129
100
73
50
30
592
546
506
471
440
412
387
365
344
325
308
292
259
228
200
175
152
131
112
94
78
63
50
490
445
391
342
300
264
233
200
164
133
105
81
59
39
21
592
546
502
441
390
345
307
265
226
191
160
132
106
83
62
43
26
592
546
506
471
440
412
373
324
280
242
207
177
150
125
103
82
63
45
29
592
546
506
471
440
412
387
365
331
289
252
218
189
162
138
116
96
78
61
44
592
546
506
471
440
412
387
365
344
325
293
257
225
196
170
146
125
105
87
71
56
42
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
16
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.50” COVER – 270K STRAND
8" x 96" STD . SLA B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 66 PSF
DEAD LOAD WEIGHT WITH TOPPING = 91 PSF
SECTION PROPERTIES
2
A = 530.9 in
I = 3679 in4
Yt = 3.943 in
Yb = 4.057 in
SECTION PROPERTIES
b = 38.5 in
wt = 66 psf
Mn
ft-k/ft
13.82
18.09
21.99
25.82
29.44
32.75
34.50
Series
1.50D8806
1.50D8808
1.50D8810
1.50D8812
1.50D8814
1.50D8816
1.50D8818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
81
70
57
46
37
29
22
289
262
228
200
175
154
136
120
107
94
83
74
65
57
50
44
38
363
331
289
255
225
199
177
158
141
126
113
101
90
81
72
65
58
50
44
404
367
336
305
273
243
217
194
174
157
141
127
114
102
92
82
73
65
58
51
443
401
361
328
297
272
250
224
201
180
162
146
132
119
107
97
87
79
71
63
57
463
428
385
348
316
289
266
244
224
202
182
165
149
135
122
111
101
91
83
75
68
61
55
478
448
407
368
334
305
279
257
238
219
201
182
165
150
137
124
113
103
94
85
78
71
64
58
38
34
2
Yt = 4.678 in
Yb = 5.322 in
A = 713.5 in
I = 7059 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.5 in
wt = 91 psf
18.29
23.96
29.26
34.37
39.30
44.01
48.52
1.50D8806T2
1.50D8808T2
1.50D8810T2
1.50D8812T2
1.50D8814T2
1.50D8816T2
1.50D8818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
104
90
214
185
160
139
120
104
90
78
66
52
39
27
381
345
301
263
231
203
179
158
139
123
104
87
71
57
45
33
451
417
383
337
297
263
234
208
185
162
141
121
104
88
73
60
48
37
451
417
387
361
337
316
286
255
224
197
173
152
132
115
100
86
73
61
49
451
417
387
361
337
316
297
280
260
230
204
180
159
140
123
108
94
81
70
59
49
451
417
387
361
337
316
297
280
265
250
233
207
185
164
146
129
114
100
87
76
65
56
IN
451
417
387
361
337
316
297
280
265
250
237
225
209
187
167
149
133
118
104
92
81
70
60
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
17
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.50” COVER – 270K STRAND
8" x 96" STD . SLA B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 104 PSF
DEAD LOAD WEIGHT WITH TOPPING = 116 PSF
SECTION PROPERTIES
2
A = 804.8 in
I = 9237 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.091 in
Yb = 5.909 in
SECTION PROPERTIES
b = 38.5 in
wt = 104 psf
20.62
27.09
33.21
39.06
44.73
50.22
55.47
1.50D8806T3
1.50D8808T3
1.50D8810T3
1.50D8812T3
1.50D8814T3
1.50D8816T3
1.50D8818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
116
279
240
208
180
156
135
117
97
76
56
39
24
429
389
340
297
261
229
202
178
149
124
101
80
62
46
31
511
473
434
382
337
298
265
232
199
171
145
122
101
82
65
49
35
511
473
438
408
381
357
321
280
244
212
184
158
136
116
97
80
64
50
37
511
473
438
408
381
357
336
316
286
251
220
192
168
145
125
107
91
76
62
49
511
473
438
408
381
357
336
316
298
282
255
225
198
174
152
132
114
98
83
70
57
46
511
473
438
408
381
357
336
316
298
282
267
253
226
200
177
156
137
119
103
89
75
63
52
2
Yt = 5.521 in
Yb = 6.479 in
A = 896.1 in
I = 11,807 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.5 in
wt = 116 psf
22.94
30.19
37.19
43.79
50.20
56.43
62.47
1.50D8806T4
1.50D8808T4
1.50D8810T4
1.50D8812T4
1.50D8814T4
1.50D8816T4
1.50D8818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
129
310
267
230
199
173
149
117
88
63
41
21
574
529
491
457
426
399
375
353
333
315
298
275
241
211
184
159
137
116
98
81
65
51
478
433
379
331
290
255
222
183
149
119
92
69
47
28
574
529
486
428
377
334
289
246
208
175
144
117
92
70
50
32
574
529
491
457
426
399
351
303
261
224
191
161
135
111
89
68
50
33
574
529
491
457
426
399
375
353
311
270
233
201
172
146
123
102
82
65
48
574
529
491
457
426
399
375
353
333
313
274
239
208
179
154
131
110
91
74
58
44
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
18
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.75” COVER – 270K STRAND
8" x 96" STD . SLA B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 66 PSF
DEAD LOAD WEIGHT WITH TOPPING = 91 PSF
SECTION PROPERTIES
2
A = 530.9 in
I = 3679 in4
Yt = 3.943 in
Yb = 4.057 in
SECTION PROPERTIES
b = 38.5 in
wt = 66 psf
Mn
ft-k/ft
13.24
17.22
21.01
24.66
28.07
31.19
31.93
Series
1.75D8806
1.75D8808
1.75D8810
1.75D8812
1.75D8814
1.75D8816
1.75D8818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
75
65
52
42
33
25
276
248
216
189
165
145
128
113
100
88
78
68
60
53
46
40
348
314
274
241
213
188
167
149
133
118
106
94
84
75
67
60
53
45
386
351
321
292
258
230
205
183
164
147
133
119
107
95
85
76
67
60
53
425
390
352
318
290
266
238
213
190
171
153
138
124
112
100
90
81
73
65
58
445
413
374
338
308
281
258
237
213
191
172
156
141
127
115
104
94
85
76
69
62
460
430
396
358
325
297
272
251
227
206
186
169
154
140
128
116
106
96
87
79
72
65
38
34
2
Yt = 4.678 in
Yb = 5.322 in
A = 713.5 in
I = 7059 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.5 in
wt = 91 psf
17.71
23.16
28.27
33.20
37.94
42.44
46.75
1.75D8806T2
1.75D8808T2
1.75D8810T2
1.75D8812T2
1.75D8814T2
1.75D8816T2
1.75D8818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
99
238
205
177
153
132
114
99
85
73
59
45
33
21
368
332
289
252
221
194
171
150
132
113
94
78
63
50
38
434
401
368
323
285
252
233
199
174
150
130
111
93
78
64
52
40
434
401
372
347
324
304
273
240
210
184
161
140
121
105
90
76
64
52
434
401
372
347
324
304
286
269
244
216
190
167
147
129
112
98
84
72
61
50
434
401
372
347
324
304
286
269
254
240
218
194
172
152
134
118
103
90
78
67
56
IN
434
401
372
347
324
304
286
269
254
240
227
216
195
174
155
137
121
107
94
82
71
61
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
19
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.75” COVER – 270K STRAND
8" x 96" STD . SLA B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 104 PSF
DEAD LOAD WEIGHT WITH TOPPING = 116 PSF
SECTION PROPERTIES
2
A = 804.8 in
I = 9237 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.091 in
Yb = 5.909 in
SECTION PROPERTIES
b = 38.5 in
wt = 104 psf
20.03
26.32
32.22
37.89
43.37
48.67
53.72
1.75D8806T3
1.75D8808T3
1.75D8810T3
1.75D8812T3
1.75D8814T3
1.75D8816T3
1.75D8818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
111
269
231
200
173
149
129
111
88
67
48
32
416
377
328
287
251
221
194
164
136
112
90
70
53
37
23
494
456
419
368
325
287
251
216
184
157
131
109
89
70
54
39
494
456
423
394
368
345
302
262
227
196
169
14
123
103
85
69
53
40
494
456
423
394
368
345
324
305
268
234
204
177
153
132
112
95
79
64
51
494
456
423
394
368
345
324
305
288
270
237
208
182
159
138
119
102
86
72
58
494
456
423
394
368
345
324
305
288
272
257
238
210
185
162
142
123
106
91
77
64
2
Yt = 5.521 in
Yb = 6.479 in
A = 896.1 in
I = 11,807 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.5 in
wt = 116 psf
22.36
29.42
36.19
42.60
48.83
54.87
60.72
1.75D8806T4
1.75D8808T4
1.75D8810T4
1.75D8812T4
1.75D8814T4
1.75D8816T4
1.75D8818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
334
300
258
222
192
166
136
105
77
53
31
556
513
475
442
413
386
363
341
322
304
288
254
222
192
166
142
121
101
83
67
51
465
422
367
320
280
246
204
167
134
105
79
57
36
556
513
471
414
365
317
269
227
191
158
128
102
78
57
38
556
513
475
442
413
381
328
281
241
205
173
145
119
96
74
55
37
556
513
475
442
413
386
363
333
289
249
214
183
155
130
107
87
68
51
556
513
475
442
413
386
363
341
322
291
253
219
189
162
137
115
95
77
60
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
20
STANDARD LOAD TABLES
8” THICK SPANCRETE® 2.00” COVER – 270K STRAND
8" x 96" STD . SLA B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 66 PSF
DEAD LOAD WEIGHT WITH TOPPING = 91 PSF
SECTION PROPERTIES
2
A = 530.9 in
I = 3679 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 3.943 in
Yb = 4.057 in
SECTION PROPERTIES
b = 38.5 in
wt = 66 psf
12.66
16.43
20.04
23.50
26.71
29.62
29.46
2.005D8806
2.00D8808
2.00D8810
2.00D8812
2.00D8814
2.00D8816
2.00D8818
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
70
60
48
38
29
22
263
234
204
178
156
137
120
106
93
82
72
63
55
48
42
332
297
259
228
201
177
157
140
124
111
98
88
78
69
62
54
47
369
335
306
276
244
217
193
172
154
138
124
111
99
88
78
70
61
54
406
374
341
309
282
253
225
201
180
161
144
129
116
104
93
83
74
66
59
426
395
363
329
298
273
250
224
201
180
162
146
132
119
107
96
87
78
70
63
441
412
383
347
315
284
255
229
206
186
168
152
138
125
114
103
94
85
78
70
64
38
34
2
Yt = 4.678 in
Yb = 5.322 in
A = 713.5 in
I = 7059 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.5 in
wt = 91 psf
17.13
22.36
27.29
32.03
36.58
40.89
45.00
2.00D8806T2
2.00D8808T2
2.00D8810T2
2.00D8812T2
2.00D8814T2
2.00D8816T2
2.00D8818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
93
228
196
169
146
126
108
93
80
67
52
39
26
355
318
277
241
211
185
162
143
123
103
85
69
55
42
434
401
353
309
273
241
213
186
161
138
118
100
83
69
55
43
434
401
372
347
324
293
256
224
195
170
148
128
110
94
80
67
54
434
401
372
347
324
304
286
259
228
200
176
154
135
117
101
87
74
62
434
401
372
347
324
304
286
269
254
229
203
179
158
139
122
106
92
79
68
IN
434
401
372
347
324
304
286
269
254
240
227
203
180
160
142
125
110
96
83
72
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
21
STANDARD LOAD TABLES
8” THICK SPANCRETE® 2.00” COVER – 270K STRAND
8" x 96" STD . SLA B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 104 PSF
DEAD LOAD WEIGHT WITH TOPPING = 116 PSF
SECTION PROPERTIES
2
A = 804.8 in
I = 9237 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.091 in
Yb = 5.909 in
SECTION PROPERTIES
b = 38.5 in
wt = 104 psf
19.45
25.55
31.23
36.71
42.01
47.11
51.96
2.00D8806T3
2.00D8808T3
2.00D8810T3
2.00D8812T3
2.00D8814T3
2.00D8816T3
2.00D8818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
289
259
222
192
165
143
123
101
78
58
40
24
403
364
316
276
241
212
181
150
123
100
79
60
43
28
480
443
404
354
312
273
233
199
169
142
118
96
77
59
44
480
443
411
383
357
325
281
243
209
180
153
130
109
90
73
57
480
443
411
383
357
335
314
285
279
216
187
161
138
117
99
82
67
53
480
443
411
383
357
335
314
296
279
250
219
191
166
143
123
105
88
73
59
480
443
411
383
357
335
314
296
279
263
249
219
192
168
147
127
109
93
78
64
2
Yt = 5.521 in
Yb = 6.479 in
A = 896.1 in
I = 11,807 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.5 in
wt = 116 psf
21.78
28.64
35.19
41.42
47.46
53.32
58.96
2.00D8806T4
2.00D8808T4
2.00D8810T4
2.00D8812T4
2.00D8814T4
2.00D8816T4
2.00D8818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
323
289
249
214
185
157
122
92
66
42
21
538
496
460
428
399
374
351
330
311
294
267
232
201
173
147
125
104
85
68
452
408
355
309
271
227
186
150
119
91
67
45
25
538
496
456
400
346
294
248
208
172
140
112
87
64
44
26
538
496
460
428
399
355
304
259
220
186
155
128
103
81
60
41
538
496
460
428
399
374
351
308
265
228
194
164
137
113
91
72
54
538
496
460
428
399
374
351
330
309
268
231
199
170
144
120
99
79
62
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
03/10
22
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.00” COVER – 270K STRAND
8" x 96" U L T R A L IG H T SL A B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 60 PSF
DEAD LOAD WEIGHT WITH TOPPING = 85 PSF
SECTION PROPERTIES
A = 476.6 in2
I = 3523 in4
Yt = 3.543 in
Yb = 4.157 in
SECTION PROPERTIES
b = 27.35 in
wt = 60 psf
Mn
ft-k/ft
14.98
19.60
23.95
28.15
32.14
35.80
Series
1.00E8806
1.00E8808
1.00E8810
1.00E8812
1.00E8814
1.00E8816
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
234
213
187
163
143
125
110
97
85
75
66
58
51
44
39
33
28
24
317
288
258
227
200
177
158
141
125
112
100
90
80
72
64
57
51
45
40
35
366
326
293
264
240
218
199
182
163
147
132
120
108
98
88
80
72
65
59
53
48
42
366
341
319
289
262
238
218
200
183
169
156
145
133
121
109
99
90
82
74
67
61
55
49
44
366
341
319
299
281
257
235
215
198
183
169
156
145
135
126
115
105
96
87
80
72
66
60
55
49
45
A = 659.2 in2
I = 6680 in4
366
341
319
299
281
264
250
230
211
195
180
167
155
144
126
118
108
99
91
83
76
70
64
59
54
49
44
38
34
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 27.35 in
wt = 85 psf
Yt = 4.502 in
Yb = 5.498 in
19.45
25.55
31.23
36.71
42.01
47.12
1.00E8806T2
1.00E8808T2
1.00E8810T2
1.00E8812T2
1.00E8814T2
1.00E8816T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
118
271
237
206
180
157
138
120
105
92
80
70
59
47
36
26
407
370
331
290
256
226
200
178
158
141
126
112
96
81
68
56
45
35
26
447
416
388
349
314
285
258
232
208
186
166
146
129
113
98
85
73
62
51
42
33
447
416
388
363
341
314
285
259
237
218
199
178
158
140
124
110
97
85
74
64
54
46
37
447
416
388
363
341
321
303
282
258
236
217
200
185
166
149
133
118
105
93
82
72
63
54
46
IN
447
416
388
363
341
321
303
287
272
254
234
215
199
183
170
154
138
124
111
99
88
78
69
61
53
45
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
23
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.00” COVER – 270K STRAND
8" x 96" U L T R A L IG H T SL A B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 97 PSF
DEAD LOAD WEIGHT WITH TOPPING = 110 PSF
SECTION PROPERTIES
A = 750.5 in2
I = 8694 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.893 in
Yb = 6.107 in
SECTION PROPERTIES
b = 27.375 In
wt = 97 psf
21.78
28.64
35.20
41.42
47.47
53.32
1.00E8806T3
1.00E8808T3
1.00E8810T3
1.00E8812T3
1.00E8814T3
1.00E8816T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
131
115
263
229
199
174
152
133
116
101
82
64
48
34
21
455
413
369
324
285
252
223
198
176
156
132
111
91
74
59
44
32
20
484
450
420
392
353
317
287
260
231
202
176
152
131
113
96
80
65
51
39
28
484
450
420
393
369
347
318
289
264
241
216
190
167
146
127
110
94
80
67
56
44
33
484
450
420
393
369
347
328
310
287
263
241
221
199
176
156
137
120
105
91
78
66
55
45
35
484
450
420
393
369
347
328
310
294
279
260
238
219
202
182
162
144
127
112
98
85
74
63
53
44
35
A = 841.7 in2
I = 11,069 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 27.375 in
wt = 110 psf
Yt = 5.308 in
Yb = 6.692 in
24.10
31.74
39.19
46.16
52.94
59.54
1.00E8806T4
1.00E8808T4
1.00E8810T4
1.00E8812T4
1.00E8814T4
1.00E8816T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
143
125
290
252
219
191
167
146
120
93
70
50
31
502
457
408
357
315
278
246
218
188
157
129
104
82
62
44
27
517
481
449
420
391
351
317
285
246
212
182
155
130
109
88
69
51
35
21
517
481
449
420
395
372
351
319
290
262
229
198
171
147
125
106
88
71
55
40
26
517
481
449
420
395
372
351
332
315
289
264
239
209
183
159
137
118
100
84
69
55
42
29
IN
517
481
449
420
395
372
351
332
315
300
285
262
240
216
190
167
146
126
109
93
78
64
52
40
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
24
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.25” COVER – 270K STRAND
8" x 96" U L T R A L IG H T SL A B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 60 PSF
DEAD LOAD WEIGHT WITH TOPPING = 85 PSF
SECTION PROPERTIES
A = 476.6 in2
I = 3523 in4
Yt = 3.543 in
Yb = 4.157 in
SECTION PROPERTIES
b = 27.35 in
wt = 60 psf
Mn
ft-k/ft
14.40
18.81
22.97
26.99
30.78
34.24
Series
1.25E8806
1.25E8808
1.25E8810
1.25E8812
1.25E8814
1.25E8816
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
225
204
178
155
135
119
104
91
80
71
62
54
47
41
35
30
26
304
277
245
216
190
168
150
133
119
106
94
84
75
67
60
53
47
42
37
32
351
314
282
254
230
209
191
172
155
139
125
113
102
92
83
75
67
61
55
49
44
351
327
305
278
252
229
209
192
176
162
150
139
127
115
104
94
85
77
69
63
56
51
45
351
327
305
286
269
248
226
207
190
175
162
150
139
129
120
109
99
90
82
75
68
62
56
51
46
A = 659.2 in2
I = 6680 in4
351
327
305
286
269
253
239
221
204
188
173
161
149
138
129
120
112
103
94
86
79
72
66
60
55
50
38
34
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 27.35 in
wt = 85 psf
Yt = 4.502 in
Yb = 5.498 in
18.87
24.76
30.24
35.54
40.65
45.56
1.25E8806T2
1.25E8808T2
1.25E8810T2
1.25E8812T2
1.25E8814T2
1.25E8816T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
113
263
228
198
172
151
132
115
10
88
76
66
53
41
30
21
395
359
318
279
246
217
192
170
151
135
120
104
88
74
61
49
39
29
437
406
374
336
302
273
247
222
199
178
157
138
120
105
91
78
66
55
44
35
437
406
378
354
333
302
274
249
227
209
190
168
149
132
116
102
89
77
67
57
48
39
437
406
378
354
333
313
296
271
248
227
208
191
176
157
140
124
110
97
86
75
65
56
48
IN
437
406
378
354
333
313
296
280
265
244
224
206
191
176
162
145
130
116
103
92
81
71
62
54
46
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
25
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.25” COVER – 270K STRAND
8" x 96" U L T R A L IG H T SL A B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 97 PSF
DEAD LOAD WEIGHT WITH TOPPING = 110 PSF
SECTION PROPERTIES
A = 750.5 in2
I = 8694 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.893 in
Yb = 6.107 in
SECTION PROPERTIES
b = 27.375 In
wt = 97 psf
21.20
27.87
34.20
40.24
46.10
51.77
1.25E8806T3
1.25E8808T3
1.25E8810T3
1.25E8812T3
1.25E8814T3
1.25E8816T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
126
293
254
221
192
168
146
128
111
93
73
56
41
27
443
403
357
313
276
243
215
191
169
144
121
101
82
65
50
37
25
476
442
413
377
339
306
275
250
218
190
164
142
121
103
86
71
56
43
31
476
442
413
386
363
338
306
277
252
231
203
178
155
135
117
100
85
71
59
47
35
476
442
413
386
363
342
322
303
276
252
231
211
187
165
145
127
110
95
81
69
57
47
37
476
442
413
386
363
342
322
305
289
273
249
229
210
193
171
151
134
117
103
89
77
65
55
45
A = 841.7 in2
I = 11,069 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 27.375 in
wt = 110 psf
Yt = 5.308 in
Yb = 6.692 in
23.52
30.97
38.19
44.97
51.57
57.98
1.25E8806T4
1.25E8808T4
1.25E8810T4
1.25E8812T4
1.25E8814T4
1.25E8816T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
138
324
281
244
212
184
161
137
109
83
61
41
23
491
446
396
347
305
269
238
208
174
143
16
92
71
52
34
514
477
445
417
376
337
303
269
231
198
168
142
118
96
76
58
41
26
514
477
445
417
392
369
338
306
277
247
214
184
158
135
113
94
77
60
44
30
514
477
445
417
392
369
348
330
304
277
253
224
195
170
146
125
106
89
73
58
45
32
IN
514
477
445
417
392
369
348
330
313
297
274
251
230
202
177
154
133
115
97
82
67
54
42
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
26
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.50” COVER – 270K STRAND
8" x 96" U L T R A L IG H T SL A B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 60 PSF
DEAD LOAD WEIGHT WITH TOPPING = 85 PSF
SECTION PROPERTIES
A = 476.6 in2
I = 3523 in4
Yt = 3.543 in
Yb = 4.157 in
SECTION PROPERTIES
b = 27.35 in
wt = 60 psf
Mn
ft-k/ft
13.82
18.01
21.99
25.82
29.42
32.68
Series
1.50E8806
1.50E8808
1.50E8810
1.50E8812
1.50E8814
1.50E8816
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
215
194
169
147
128
112
98
86
75
66
58
50
43
37
32
27
292
265
233
205
180
159
141
126
112
99
89
79
70
62
55
49
43
38
33
341
304
273
246
222
202
182
163
146
131
118
106
96
86
77
70
63
56
50
45
345
321
299
269
244
222
202
185
170
156
145
132
120
109
98
88
80
72
65
58
52
46
345
321
300
281
264
240
219
200
184
169
156
145
134
125
114
103
94
85
77
70
63
57
51
A = 659.2 in2
I = 6680 in4
345
321
300
281
264
248
234
215
197
182
168
155
144
133
124
116
107
98
89
81
74
67
61
55
50
38
34
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 27.35 in
wt = 85 psf
Yt = 4.502 in
Yb = 5.498 in
18.29
23.96
29.25
34.37
39.30
44.00
1.50E8806T2
1.50E8808T2
1.50E8810T2
1.50E8812T2
1.50E8814T2
1.50E8816T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
108
253
219
190
165
144
126
109
95
83
72
60
47
35
25
383
348
306
268
236
208
184
163
144
128
112
95
80
66
54
43
33
426
395
359
322
289
261
237
213
190
168
147
128
111
96
83
70
58
48
38
426
395
369
345
320
289
262
238
217
199
179
158
139
122
107
94
81
70
59
50
41
426
395
369
345
324
305
286
260
237
217
199
182
165
147
130
115
102
89
78
67
58
49
IN
426
395
369
345
324
305
288
272
256
234
215
197
182
167
152
136
121
107
95
84
74
64
55
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
27
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.50” COVER – 270K STRAND
8" x 96" U L T R A L IG H T SL A B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 97 PSF
DEAD LOAD WEIGHT WITH TOPPING = 110 PSF
SECTION PROPERTIES
A = 750.5 in2
I = 8694 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.893 in
Yb = 6.107 in
SECTION PROPERTIES
b = 27.375 In
wt = 97 psf
20.62
27.10
33.21
39.06
44.73
50.22
1.50E8806T3
1.50E8808T3
1.50E8810T3
1.50E8812T3
1.50E8814T3
1.50E8816T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
315
284
245
213
185
161
140
122
105
84
65
49
34
21
431
391
345
302
266
234
207
183
158
133
110
91
73
57
42
29
468
435
405
362
324
292
264
236
205
177
152
130
111
93
76
61
47
35
468
435
406
380
356
324
293
265
241
218
190
166
144
124
106
90
76
62
50
38
468
435
406
380
356
335
317
290
264
240
220
199
175
153
133
116
100
85
72
60
49
468
435
406
380
356
335
317
299
284
261
239
218
200
180
159
140
123
107
92
79
67
56
46
A = 841.7 in2
I = 11,069 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 27.375 in
wt = 110 psf
Yt = 5.308 in
Yb = 6.692 in
22.94
30.19
37.19
43.78
50.20
56.43
1.50E8806T4
1.50E8808T4
1.50E8810T4
1.50E8812T4
1.50E8814T4
1.50E8816T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
349
315
272
236
205
178
155
125
98
73
52
32
479
435
384
336
295
260
229
192
159
130
104
81
60
42
25
509
473
442
402
359
323
291
252
215
183
154
129
105
84
64
47
31
509
473
442
413
388
359
324
292
264
230
198
170
144
121
101
82
65
48
33
509
473
442
413
388
366
345
321
291
264
240
208
180
155
133
112
94
77
61
47
34
IN
509
473
442
413
388
366
345
327
310
287
262
239
214
187
163
141
120
102
85
70
56
43
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
28
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.75” COVER – 270K STRAND
8" x 96" U L T R A L IG H T SL A B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 60 PSF
DEAD LOAD WEIGHT WITH TOPPING = 85 PSF
SECTION PROPERTIES
A = 476.6 in2
I = 3523 in4
Yt = 3.543 in
Yb = 4.157 in
Mn
ft-k/ft
13.24
17.22
21.01
Series
1.75E8806
1.75E8808
1.75E8810
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
24.66
1.75E8812
SECTION PROPERTIES
b = 27.35 in
wt = 60 psf
28.05
31.11
1.75E8814
1.75E8816
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
80
70
57
47
38
30
24
279
253
221
194
171
151
133
118
105
93
83
73
65
58
51
45
39
34
331
295
265
238
216
193
172
154
138
123
111
99
89
80
72
65
58
52
46
345
321
290
261
237
215
196
179
165
152
138
124
113
102
92
83
74
67
60
53
47
345
321
300
281
256
233
212
194
178
164
152
140
130
118
107
97
88
79
72
65
58
52
A = 659.2 in2
I = 6680 in4
345
321
300
281
264
248
227
208
191
176
162
150
139
129
120
111
101
91
83
76
69
62
56
38
34
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 27.35 in
wt = 85 psf
Yt = 4.502 in
Yb = 5.498 in
17.71
23.16
28.27
33.20
37.94
42.44
1.75E8806T2
1.75E8808T2
1.75E8810T2
1.75E8812T2
1.75E8814T2
1.75E8816T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
270
243
210
182
158
137
120
104
90
78
67
53
41
30
370
336
294
257
226
199
176
155
138
121
103
87
72
59
47
36
414
385
344
308
276
249
226
204
180
157
137
118
102
88
74
62
51
40
414
385
359
336
306
276
250
227
206
189
167
147
129
113
98
85
73
62
52
42
414
385
359
336
315
296
273
248
226
206
189
174
154
136
120
106
93
81
70
59
50
IN
414
385
359
336
315
296
280
264
244
223
204
187
172
158
141
126
111
98
86
75
65
56
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
29
STANDARD LOAD TABLES
8” THICK SPANCRETE® 1.75” COVER – 270K STRAND
8" x 96" U L T R A L IG H T SL A B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 97 PSF
DEAD LOAD WEIGHT WITH TOPPING = 110 PSF
SECTION PROPERTIES
A = 750.5 in2
I = 8694 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.893 in
Yb = 6.107 in
SECTION PROPERTIES
b = 27.375 In
wt = 97 psf
20.03
26.32
32.21
37.89
43.37
48.66
1.75E8806T3
1.75E8808T3
1.75E8810T3
1.75E8812T3
1.75E8814T3
1.75E8816T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
305
274
236
205
178
154
134
117
96
75
57
41
27
419
380
333
292
256
226
199
173
145
121
100
81
63
48
34
460
427
388
346
309
278
251
221
191
164
140
119
100
82
66
52
38
460
427
398
373
344
309
279
253
229
203
176
153
131
112
95
80
66
53
40
460
427
398
373
350
329
306
277
251
229
208
185
161
140
121
104
89
75
62
50
460
427
398
373
350
329
310
294
273
248
227
207
189
167
146
128
111
96
82
69
57
46
A = 841.7 in2
I = 11,069 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 27.375 in
wt = 110 psf
Yt = 5.308 in
Yb = 6.692 in
22.36
29.42
36.19
42.60
48.82
54.87
1.75E8806T4
1.75E8808T4
1.75E8810T4
1.75E8812T4
1.75E8814T4
1.75E8816T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
339
305
263
227
197
171
144
113
87
63
42
24
467
424
372
325
286
251
213
176
144
116
91
69
49
32
504
469
433
384
343
307
274
234
198
167
140
115
92
71
52
36
504
469
437
409
382
342
308
278
248
213
182
154
130
108
88
70
53
37
504
469
437
409
384
362
339
306
277
251
222
192
165
140
118
99
81
64
49
IN
504
469
437
409
384
362
342
323
301
273
249
227
198
171
148
126
107
89
73
58
44
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
30
STANDARD LOAD TABLES
8” THICK SPANCRETE® 2.00” COVER – 270K STRAND
8" x 96" U L T R A L IG H T SL A B
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 60 PSF
DEAD LOAD WEIGHT WITH TOPPING = 85 PSF
SECTION PROPERTIES
A = 476.6 in2
I = 3523 in4
Yt = 3.543 in
Yb = 4.157 in
SECTION PROPERTIES
b = 27.35 in
wt = 60 psf
Mn
ft-k/ft
12.66
16.43
20.04
23.50
26.69
29.51
Series
2.00E8806
2.00E8808
2.00E8810
2.00E8812
2.00E8814
2.00E8816
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
75
65
53
43
34
27
266
240
209
183
161
142
125
111
98
87
77
68
60
53
47
41
36
321
286
256
231
206
182
162
145
129
119
104
93
83
74
67
60
53
47
345
313
281
253
229
208
190
174
159
143
129
116
105
95
86
77
69
61
54
345
321
300
274
248
225
205
188
172
159
146
136
123
111
100
90
82
73
66
59
A = 659.2 in2
I = 6680 in4
345
321
300
281
264
241
220
201
185
170
157
145
135
125
114
103
94
85
77
70
63
38
34
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 27.35 in
wt = 85 psf
Yt = 4.502 in
Yb = 5.498 in
17.13
22.36
27.29
32.03
36.58
40.88
2.00E8806T2
2.00E8808T2
2.00E8810T2
2.00E8812T2
2.00E8814T2
2.00E8816T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
260
233
201
174
151
131
114
98
85
74
60
47
35
24
357
323
282
246
216
190
168
148
131
111
94
78
64
52
40
418
373
332
297
267
241
217
193
168
146
126
108
93
79
66
54
43
418
388
362
328
295
266
241
218
199
177
155
136
118
103
89
76
64
54
418
388
362
339
318
290
263
239
217
198
182
162
143
125
110
96
83
71
61
51
IN
418
388
362
339
318
299
282
258
235
215
196
180
166
147
130
115
101
88
77
66
57
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
31
STANDARD LOAD TABLES
8” THICK SPANCRETE® 2.00” COVER – 270K STRAND
8" x 96" U L T R A L IG H T SL A B
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 97 PSF
DEAD LOAD WEIGHT WITH TOPPING = 110 PSF
SECTION PROPERTIES
A = 750.5 in2
I = 8694 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 4.893 in
Yb = 6.107 in
SECTION PROPERTIES
b = 27.375 In
wt = 97 psf
19.45
25.55
31.23
36.71
42.01
47.11
2.00E8806T3
2.00E8808T3
2.00E8810T3
2.00E8812T3
2.00E8814T3
2.00E8816T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
294
264
227
197
170
148
128
108
86
66
49
34
20
406
368
321
281
247
217
189
159
133
109
89
71
54
39
26
454
418
370
330
296
265
239
206
176
150
127
107
88
71
56
42
454
422
393
366
328
294
265
240
216
188
162
139
119
100
84
69
55
43
454
422
393
368
345
323
291
263
238
217
195
170
147
127
109
93
78
64
52
454
422
393
368
345
325
306
286
259
236
215
196
174
153
133
115
99
84
71
58
A = 841.7 in2
I = 11,069 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 27.375 in
wt = 110 psf
Yt = 5.308 in
Yb = 6.692 in
21.78
28.64
35.19
41.42
47.46
53.31
2.00E8806T4
2.00E8808T4
2.00E8810T4
2.00E8812T4
2.00E8814T4
2.00E8816T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
328
295
254
219
190
164
131
101
76
53
33
454
412
360
315
276
235
195
160
130
103
79
58
39
21
499
464
412
366
327
291
254
215
181
151
125
100
78
59
41
499
464
433
405
363
325
292
263
228
195
165
138
115
93
74
57
40
499
464
433
405
380
358
322
289
261
236
203
174
148
125
104
85
67
51
IN
499
464
433
405
380
358
338
316
285
259
234
208
180
154
132
111
92
75
59
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
32
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.00” COVER – 270K STRAND
10" x 96" STD. SLAB
1.00” COVER
&
270k STRAND
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 80 PSF
DEAD LOAD WEIGHT WITH TOPPING = 105 PSF
SECTION PROPERTIES
2
A = 641.4 in
I = 7,015 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
19.63
1.00D10806
SECTION PROPERTIES
b = 38.75 in
wt = 80 psf
Yt = 4.777 in
Yb = 5.223 in
25.86
31.88
37.56
43.10
48.49
53.73
1.00D10808
1.00D10810
1.00D10812
1.00D10814
1.00D10816
1.00D10818
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
124
109
91
76
63
51
41
33
25
419
381
339
298
263
233
207
184
164
147
131
117
105
94
84
74
66
59
52
45
40
34
29
525
479
432
381
338
301
269
241
216
195
176
158
143
129
117
106
95
86
78
70
63
56
50
45
39
583
532
488
449
409
365
328
295
266
240
218
197
179
163
148
135
123
112
102
93
85
77
70
63
56
49
43
636
587
533
483
439
402
370
340
314
284
258
235
214
195
178
162
148
135
124
113
103
94
85
78
71
64
58
52
2
660
615
566
513
467
427
392
361
334
309
287
261
239
218
199
183
167
153
141
129
118
109
100
91
83
76
70
63
58
52
681
640
596
540
492
449
412
380
352
325
303
282
261
239
219
201
185
170
157
144
133
122
113
104
96
88
81
74
68
62
57
A = 824.0 in
I = 11,819 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.75 in
wt = 105 psf
Yt = 5.497 in
Yb = 6.503 in
24.10
31.74
39.19
46.16
52.94
1.00D10806T2
1.00D10808T2
1.00D10810T2
1.00D10812T2
1.00D10814T2
59.54
66.00
1.00D10816T2
1.00D10818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
147
130
107
88
72
58
46
35
26
510
464
411
361
318
281
249
221
197
175
156
139
124
110
97
86
75
62
50
40
30
618
572
525
464
411
365
326
291
261
234
211
190
171
154
139
125
110
95
81
69
57
46
37
618
572
531
494
462
434
398
357
322
290
262
238
215
195
177
159
142
126
112
98
85
72
61
51
41
618
572
531
494
462
434
408
385
363
344
312
284
259
234
210
189
170
153
137
122
109
97
85
74
64
54
45
618
572
531
494
462
434
408
385
363
344
326
310
293
265
240
217
196
178
160
145
130
117
105
94
83
73
64
55
46
IN
618
572
531
494
462
434
408
385
363
244
326
310
295
281
267
243
221
201
183
166
150
136
123
111
100
89
80
71
62
55
47
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
33
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.00” COVER – 270K STRAND
10" x 96" STD. SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 118 PSF
DEAD LOAD WEIGHT WITH TOPPING = 130 PSF
SECTION PROPERTIES
2
A = 915.3 in
I = 14,782 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.899 in
Yb = 7.101 in
SECTION PROPERTIES
b = 38.75 in
wt = 118 psf
26.42
34.84
43.06
50.92
58.45
65.79
72.95
1.00D10806T3
1.00D10808T3
1.00D10810T3
1.00D10812T3
1.00D10814T3
1.00D10816T3
1.00D10818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
160
140
116
95
77
62
48
37
26
123
107
93
80
69
56
41
27
235
210
449
394
347
307
272
241
214
190
169
151
134
119
101
83
67
52
38
26
683
631
576
508
450
400
357
319
286
256
230
207
186
168
146
126
107
89
74
59
46
34
683
631
585
545
509
477
437
393
353
319
288
261
236
211
187
165
145
127
109
92
77
64
51
39
683
631
585
545
509
477
448
422
399
377
344
312
280
250
223
199
177
157
139
123
107
93
79
66
54
42
683
631
585
545
509
477
448
422
399
377
358
340
318
286
258
231
208
186
167
149
132
117
103
90
78
66
55
44
683
631
585
545
509
477
448
422
399
377
358
340
323
308
289
262
236
213
192
173
155
139
124
110
97
86
75
64
55
44
2
A = 1006.5 in
I = 18,188 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.75 in
wt = 130 psf
Yt = 6.318 in
Yb = 7.682 in
28.75
37.94
46.93
55.72
63.99
72.07
79.97
1.00D10806T4
1.00D10808T4
1.00D10810T4
1.00D10812T4
1.00D10814T4
1.00D10816T4
1.00D10818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
172
151
124
101
82
65
51
174
152
132
115
10
82
60
41
24
750
691
641
596
557
521
490
461
435
411
390
370
352
335
310
278
250
223
199
178
158
139
122
106
92
78
66
53
40
254
227
195
428
377
333
294
261
232
206
183
163
141
116
93
73
54
37
22
750
691
627
552
489
434
387
346
310
278
250
224
200
171
145
121
99
80
62
45
30
750
691
641
596
557
521
477
429
386
348
314
284
251
220
192
167
145
122
102
83
66
50
36
22
750
691
641
596
557
521
490
461
435
411
375
336
298
265
234
207
182
159
139
120
102
84
68
53
39
26
750
691
641
596
557
521
490
461
435
411
390
370
342
306
273
244
217
192
170
150
131
113
98
83
68
54
40
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
A DIVISION OF KIEWIT PACIFIC CO.
03/10
.
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
1” – 1-1/2” CAMBER
1-1/2” – 2” CAMBER
34
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.25” COVER – 270K STRAND
10" x 96" STD. SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 80 PSF
DEAD LOAD WEIGHT WITH TOPPING = 105 PSF
SECTION PROPERTIES
A = 641.4 in2
I = 7,015 in4
Yt = 4.777 in
Yb = 5.223 in
SECTION PROPERTIES
b = 38.75 in
wt = 80 psf
Mn
ft-k/ft
19.05
25.08
30.88
36.38
41.73
46.94
51.98
Series
1.25D10806
1.25D10808
1.25D10810
1.25D10812
1.25D10814
1.25D10816
1.25D10818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
119
105
87
72
59
48
38
30
23
406
370
327
287
253
224
199
177
158
141
125
112
100
89
79
70
62
55
48
42
37
31
510
465
416
367
326
290
259
232
208
187
168
152
137
123
111
100
91
82
73
66
59
53
47
41
567
517
474
436
394
352
315
284
256
231
209
189
172
156
142
129
117
107
97
88
80
73
66
58
52
45
619
571
518
470
427
391
360
330
302
274
248
226
206
188
172
156
143
130
118
108
98
89
81
74
67
60
54
644
599
551
499
454
415
381
351
325
300
279
254
231
211
193
176
161
148
135
124
114
104
95
87
79
72
66
60
54
665
620
580
527
479
438
402
370
342
316
295
274
254
232
213
195
179
165
151
139
128
118
108
99
91
84
77
70
64
58
A = 824.0 in2
I = 11,819 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.75 in
wt = 105 psf
Yt = 5.497 in
Yb = 6.503 in
23.52
30.97
38.19
44.97
51.57
1.25D10806T2
1.25D10808T2
1.25D10810T2
1.25D10812T2
1.25D10814T2
57.98
64.26
1.25D10816T2
1.25D10818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
142
125
103
84
68
54
43
32
23
498
453
399
350
308
272
241
214
190
169
150
134
119
105
93
82
69
57
45
35
600
555
510
450
398
354
315
282
252
226
203
183
165
148
133
119
103
88
75
63
51
41
600
555
515
480
449
421
385
346
311
281
254
229
208
188
171
152
135
119
104
90
78
66
55
45
36
600
555
515
480
449
421
396
373
352
333
302
275
250
224
202
181
162
145
130
115
102
90
79
68
57
48
600
555
515
480
449
421
396
373
352
333
316
300
283
255
231
208
188
170
153
137
123
110
98
87
77
67
58
49
IN
600
555
515
480
449
421
396
373
352
333
316
300
286
272
258
234
213
193
175
158
143
129
116
104
93
83
74
65
57
49
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
35
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.25” COVER – 270K STRAND
10" x 96" STD. SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 118 PSF
DEAD LOAD WEIGHT WITH TOPPING = 130 PSF
SECTION PROPERTIES
A = 915.3 in2
I = 14,782 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.899 in
Yb = 7.101 in
SECTION PROPERTIES
b = 38.75 in
wt = 118 psf
25.84
34.07
42.09
49.73
57.07
64.22
71.20
1.25D10806T3
1.25D10808T3
1.25D10810T3
1.25D10812T3
1.25D10814T3
1.25D10816T3
1.25D10818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
155
135
111
91
73
58
45
34
136
118
103
89
77
65
50
35
22
229
204
437
384
338
298
264
234
207
184
164
145
129
113
94
76
60
46
33
20
664
613
561
495
438
389
347
310
277
248
223
200
180
160
137
117
98
82
66
52
39
28
664
613
569
530
495
464
425
381
343
309
279
253
228
201
177
156
136
118
100
84
70
56
44
32
664
613
569
530
495
464
436
411
388
367
334
301
268
239
213
190
168
149
131
114
99
85
71
58
46
664
613
569
530
495
464
436
411
388
367
348
330
307
275
247
221
198
177
158
140
124
109
95
82
71
58
47
664
613
569
530
495
464
436
411
388
367
348
330
314
299
279
251
226
204
183
164
147
131
116
103
90
78
67
57
47
A = 1006.5 in2
I = 18,188 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.75 in
wt = 130 psf
Yt = 6.318 in
Yb = 7.682 in
28.17
37.16
45.97
54.51
62.60
70.49
78.21
1.25D10806T4
1.25D10808T4
1.25D10810T4
1.25D10812T4
1.25D10814T4
1.25D10816T4
1.25D10818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
167
146
120
97
78
62
48
169
147
128
111
96
74
54
35
731
674
624
581
542
508
477
449
424
401
379
360
342
326
297
266
238
212
189
167
148
129
113
97
83
70
57
44
248
221
189
417
367
324
286
254
225
200
177
157
131
107
84
65
46
30
731
674
612
539
477
424
377
337
301
270
242
218
188
159
134
111
90
71
53
37
23
731
674
624
581
542
508
465
417
375
338
305
272
239
209
182
157
133
112
92
74
57
42
28
731
674
624
581
542
508
477
449
424
401
363
322
285
252
222
196
171
149
129
110
92
74
59
44
31
731
674
624
581
542
508
477
449
424
401
379
360
329
293
261
232
206
182
160
140
121
104
88
73
58
44
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
36
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.50” COVER – 270K STRAND
10" x 96" STD. SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 80 PSF
DEAD LOAD WEIGHT WITH TOPPING = 105 PSF
SECTION PROPERTIES
A = 641.4 in2
I = 7,015 in4
Yt = 4.777 in
Yb = 5.223 in
SECTION PROPERTIES
b = 38.75 in
wt = 80 psf
Mn
ft-k/ft
18.47
24.31
29.88
35.20
40.37
45.39
50.23
Series
1.50D10806
1.50D10808
1.50D10810
1.50D10812
1.50D10814
1.50D10816
1.50D10818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
114
100
82
68
55
45
35
27
20
393
358
315
277
244
215
191
170
151
134
120
107
95
84
75
66
59
51
45
39
34
494
451
401
354
313
279
248
222
199
179
161
145
130
117
106
95
86
77
69
62
55
49
43
38
550
502
460
423
380
339
303
272
245
221
200
181
164
149
135
123
112
101
92
84
76
68
61
54
47
41
602
555
503
455
414
379
349
320
290
263
238
217
197
180
164
150
137
124
113
103
93
85
77
69
62
56
49
43
627
583
536
485
441
403
369
340
315
291
270
246
224
204
186
170
155
142
130
119
108
99
90
82
75
68
61
56
50
45
644
600
561
512
466
426
390
359
331
307
286
265
246
225
206
189
173
159
145
134
123
112
103
95
87
79
72
66
60
54
49
A = 824.0 in2
I = 11,819 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.75 in
wt = 105 psf
Yt = 5.497 in
Yb = 6.503 in
22.94
30.19
37.19
43.79
50.20
1.50D10806T2
1.50D10808T2
1.50D10810T2
1.50D10812T2
1.50D10814T2
56.43
62.52
1.50D10816T2
1.50D10818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
137
120
98
80
64
51
40
30
21
485
441
387
339
299
263
23
206
1832
163
144
128
114
101
89
77
64
51
40
30
582
538
495
436
386
343
305
272
244
218
196
176
158
142
128
111
96
81
68
57
46
36
582
538
499
465
435
408
373
335
301
271
245
221
200
181
162
144
127
111
97
83
71
60
49
39
582
538
499
465
435
408
383
361
341
322
292
265
239
215
192
172
154
137
122
108
95
83
72
61
51
42
582
538
499
465
435
408
383
361
341
323
306
291
272
245
221
199
179
161
145
130
116
103
91
81
70
61
51
IN
582
538
499
465
435
408
383
361
341
323
306
291
276
263
248
225
204
184
167
150
135
122
109
98
87
77
67
59
51
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
37
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.50” COVER – 270K STRAND
10" x 96" STD. SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 118 PSF
DEAD LOAD WEIGHT WITH TOPPING = 130 PSF
SECTION PROPERTIES
A = 915.3 in2
I = 14,782 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.899 in
Yb = 7.101 in
SECTION PROPERTIES
b = 38.75 in
wt = 118 psf
25.26
33.29
41.12
48.53
55.69
62.66
69.45
1.50D10806T3
1.50D10808T3
1.50D10810T3
1.50D10812T3
1.50D10814T3
1.50D10816T3
1.50D10818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
150
130
107
87
70
55
42
31
131
114
99
85
73
61
45
30
223
485
426
373
328
289
256
226
201
178
158
140
124
105
86
69
54
40
27
646
596
546
481
426
378
337
300
269
241
216
194
174
150
128
108
90
74
59
45
33
646
596
553
515
481
451
413
370
333
300
271
244
217
191
168
147
127
108
91
76
62
49
37
646
596
553
515
481
451
423
399
376
356
323
288
257
228
203
179
158
139
122
106
91
76
63
50
39
646
596
553
851
481
451
423
399
376
356
337
320
294
263
236
211
188
167
148
131
115
101
87
75
62
50
646
596
553
515
481
451
423
399
376
356
337
320
304
290
267
240
216
194
173
155
138
122
108
94
82
71
60
50
A = 1006.5 in2
I = 18,188 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.75 in
wt = 130 psf
Yt = 6.318 in
Yb = 7.682 in
27.59
36.39
45.00
53.31
61.21
68.92
76.45
1.50D10806T4
1.50D10808T4
1.50D10810T4
1.50D10812T4
1.50D10814T4
1.50D10816T4
1.50D10818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
162
141
115
93
75
59
45
163
142
123
106
89
67
47
29
712
656
608
566
528
494
464
437
412
390
369
350
333
316
284
253
226
200
177
156
137
119
103
88
74
61
47
242
216
464
406
357
315
278
246
218
193
172
148
121
97
76
57
39
23
712
656
597
526
465
413
367
328
293
262
235
206
175
148
123
101
81
62
45
30
712
656
608
566
528
494
453
406
365
329
295
259
226
197
170
145
122
101
82
64
48
34
712
656
608
566
528
494
464
437
412
390
348
307
272
239
210
184
160
138
118
99
81
65
49
35
712
656
608
566
528
494
464
437
412
390
369
350
314
280
248
220
194
170
149
129
111
94
79
63
49
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
38
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.75” COVER – 270K STRAND
10" x 96" STD. SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 80 PSF
DEAD LOAD WEIGHT WITH TOPPING = 105 PSF
SECTION PROPERTIES
A = 641.4 in2
I = 7,015 in4
SECTION PROPERTIES
b = 38.75 in
wt = 80 psf
Yt = 4.777 in
Yb = 5.223 in
Mn
ft-k/ft
17.89
23.53
28.89
34.02
39.0
43.84
48.49
Series
1.75D10806
1.75D10808
1.75D10810
1.75D10812
1.75D10814
1.75D10816
1.75D10818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
108
95
78
64
52
41
32
24
380
346
303
266
234
207
183
162
144
128
114
101
90
80
71
62
55
48
42
36
479
436
386
340
301
267
238
213
191
171
153
138
124
112
100
90
81
73
65
58
51
45
40
533
486
445
409
365
325
291
261
235
212
191
173
157
142
129
117
106
96
87
79
71
64
57
50
584
539
487
441
401
367
337
308
278
252
228
207
189
172
156
143
130
119
108
98
88
80
72
65
58
610
567
520
470
427
390
357
329
304
281
261
237
216
196
179
163
149
136
124
113
103
94
85
77
70
63
57
623
580
542
497
452
413
378
348
321
297
276
256
238
217
198
181
166
152
139
128
117
107
98
89
82
74
68
61
A = 824.0 in2
I = 11,819 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.75 in
wt = 105 psf
Yt = 5.497 in
Yb = 6.503 in
22.36
29.42
36.19
42.60
48.83
1.75D10806T2
1.75D10808T2
1.75D10810T2
1.75D10812T2
1.75D10814T2
54.87
60.77
1.75D10816T2
1.75D10818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
132
115
94
76
61
48
37
27
473
429
375
329
289
255
225
199
176
156
139
123
109
96
85
71
58
46
35
564
521
479
422
373
331
295
263
235
211
189
169
152
136
120
104
89
75
62
51
40
564
521
484
451
421
395
361
324
291
262
236
213
193
173
153
136
119
103
89
76
64
53
43
564
521
484
451
421
395
371
350
330
312
282
256
229
205
183
163
145
129
114
101
88
7
65
54
44
564
521
484
451
421
395
371
350
330
312
296
281
261
235
211
190
170
153
137
122
108
96
84
74
64
54
IN
564
521
484
451
421
395
371
350
330
312
296
281
267
254
238
215
194
175
158
142
127
114
102
90
80
70
61
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
39
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.75” COVER – 270K STRAND
10" x 96" STD. SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 118 PSF
DEAD LOAD WEIGHT WITH TOPPING = 130 PSF
SECTION PROPERTIES
A = 915.3 in2
I = 14,782 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.899 in
Yb = 7.101 in
SECTION PROPERTIES
b = 38.75 in
wt = 118 psf
24.68
32.52
40.16
47.34
54.31
61.10
67.70
1.75D10806T3
1.75D10808T3
1.75D10810T3
1.75D10812T3
1.75D10814T3
1.75D10816T3
1.75D10818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
144
125
102
83
66
52
39
28
126
109
94
81
69
55
39
25
216
473
414
362
318
280
248
219
194
172
152
135
117
97
79
62
47
33
21
627
579
531
468
414
367
327
291
260
233
209
187
163
140
118
99
82
66
52
39
627
579
537
500
467
437
401
359
323
290
262
234
206
180
158
137
117
99
83
68
54
41
627
579
537
500
467
437
411
387
365
345
309
275
244
217
192
169
149
130
113
97
82
68
55
43
627
579
537
500
467
437
411
387
365
345
327
310
281
251
224
199
177
157
139
122
106
92
79
66
54
627
579
537
500
467
437
411
387
365
345
327
310
295
281
255
228
205
183
163
145
128
113
99
86
74
63
52
A = 1006.5 in2
I = 18,188 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.75 in
wt = 130 psf
Yt = 6.318 in
Yb = 7.682 in
27.01
35.62
44.03
52.11
59.83
67.35
74.70
1.75D10806T4
1.75D10808T4
1.75D10810T4
1.75D10812T4
1.75D10814T4
1.75D10816T4
1.75D10818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
156
136
111
89
71
55
181
158
137
118
102
81
60
40
22
693
639
592
550
514
481
452
425
401
379
359
340
323
303
270
240
213
188
166
145
126
109
93
78
64
50
236
210
452
396
348
306
270
239
212
187
166
137
111
88
67
49
32
693
639
582
512
453
402
357
319
285
255
226
193
163
137
113
91
71
53
37
22
693
639
592
550
514
481
440
395
355
319
281
245
213
184
158
133
111
91
72
55
39
693
639
592
550
514
481
452
425
401
375
331
292
257
226
197
172
148
127
107
88
71
55
40
693
639
592
550
514
481
452
425
401
379
359
337
299
265
235
207
181
158
137
118
101
84
68
53
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
A DIVISION OF KIEWIT PACIFIC CO.
.
03/10
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
1” – 1-1/2” CAMBER
1-1/2” – 2” CAMBER
40
STANDARD LOAD TABLES
10” THICK SPANCRETE® 2.00” COVER – 270K STRAND
10" x 96" STD. SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 80 PSF
DEAD LOAD WEIGHT WITH TOPPING = 105 PSF
SECTION PROPERTIES
A = 641.4 in2
I = 7,015 in4
Yt = 4.777 in
Yb = 5.223 in
SECTION PROPERTIES
b = 38.75 in
wt = 80 psf
Mn
ft-k/ft
17.31
22.76
27.90
32.84
37.64
42.29
46.74
Series
2.00D10806
2.00D10808
2.00D10810
2.00D10812
2.00D10814
2.00D10816
2.00D10818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
103
90
73
60
48
38
29
22
367
334
291
255
224
198
175
155
137
122
108
96
85
75
66
58
51
44
38
33
463
422
370
326
288
256
228
203
182
146
131
118
106
95
85
76
68
61
54
48
42
516
470
430
395
350
312
279
250
225
203
183
165
149
135
122
111
100
91
82
74
67
60
52
566
521
477
432
394
359
329
296
266
241
218
198
180
164
149
136
124
113
102
92
83
75
67
60
53
592
549
509
460
418
382
351
322
298
276
252
228
207
188
171
156
142
129
118
107
97
88
80
72
65
59
612
574
538
487
443
404
371
340
314
290
270
251
229
209
190
174
159
145
133
121
111
101
92
84
77
70
63
A = 824.0 in2
I = 11,819 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.75 in
wt = 105 psf
Yt = 5.497 in
Yb = 6.503 in
21.78
28.64
35.19
41.42
47.46
2.00D10806T2
2.00D10808T2
2.00D10810T2
2.00D10812T2
2.00D10814T2
53.32
59.02
2.00D10816T2
2.00D10818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
126
110
89
72
57
45
34
24
460
417
363
318
279
246
217
192
170
150
133
118
104
91
79
65
52
41
30
546
504
464
408
361
320
285
254
227
203
181
162
146
130
112
96
81
68
56
45
546
504
468
436
407
382
349
312
281
252
227
205
185
164
145
127
110
95
82
69
57
47
546
504
468
436
407
382
359
338
319
301
272
244
218
194
17
154
137
121
106
93
80
68
57
47
546
504
468
436
407
382
359
338
319
302
286
272
249
224
201
180
161
144
128
114
100
88
77
67
57
IN
546
504
468
436
407
382
359
338
319
302
286
272
258
246
227
204
184
165
149
133
119
106
94
83
73
63
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
41
STANDARD LOAD TABLES
10” THICK SPANCRETE® 2.00” COVER – 270K STRAND
10" x 96" STD. SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 118 PSF
DEAD LOAD WEIGHT WITH TOPPING = 130 PSF
SECTION PROPERTIES
A = 915.3 in2
I = 14,782 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.899 in
Yb = 7.101 in
SECTION PROPERTIES
b = 38.75 in
wt = 118 psf
24.10
31.74
39.19
46.15
52.94
59.54
65.96
2.00D10806T3
2.00D10808T3
2.00D10810T3
2.00D10812T3
2.00D10814T3
2.00D10816T3
2.00D10818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
139
120
98
79
62
48
36
140
121
105
90
77
65
49
33
20
508
461
402
351
309
272
240
212
187
166
147
129
109
89
71
55
41
27
609
562
516
454
401
356
316
282
252
225
202
177
152
130
109
91
74
58
45
32
609
562
521
485
453
424
388
348
312
281
252
221
194
169
147
126
107
90
74
60
46
609
562
521
485
453
424
399
375
354
333
295
261
231
204
180
158
138
120
103
87
73
59
46
609
562
521
485
453
424
399
375
354
335
317
300
267
238
212
188
166
146
128
112
97
83
70
57
609
562
521
485
453
424
399
375
354
335
317
301
286
270
242
216
193
172
152
135
118
104
90
77
65
54
A = 1006.5 in2
I = 18,188 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 38.75 in
wt = 130 psf
Yt = 6.318 in
Yb = 7.682 in
26.42
34.84
43.06
50.92
58.44
65.79
72.95
2.00D10806T4
2.00D10808T4
2.00D10810T4
2.00D10812T4
2.00D10814T4
2.00D10816T4
2.00D10818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
151
131
106
85
68
52
175
152
132
114
97
74
52
33
674
621
576
535
500
468
439
413
390
368
348
330
314
287
255
226
199
175
153
133
115
98
82
67
54
230
505
440
385
338
297
262
232
205
181
155
127
102
79
59
41
24
674
621
567
499
441
391
347
309
276
247
212
180
151
125
102
81
62
45
29
674
621
576
535
500
468
428
383
344
305
266
231
200
171
145
121
100
80
62
46
31
674
621
576
535
500
468
439
413
390
358
315
277
243
212
184
159
137
116
96
77
61
45
674
621
576
535
500
468
439
413
390
368
348
321
284
250
220
193
169
146
126
107
90
73
58
43
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
42
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.00” COVER – 270K STRAND
10" x 96" ULTRALIGHT SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 71 PSF
DEAD LOAD WEIGHT WITH TOPPING = 96 PSF
SECTION PROPERTIES
A = 566.9 in2
I = 6548 in4
Yt = 4.799 in
Yb = 5.201 in
SECTION PROPERTIES
b = 32.875 in
wt = 71 psf
Mn
ft-k/ft
19.63
25.86
31.88
37.56
43.02
48.27
53.23
Series
1.00E10806
1.00E10808
1.00E10810
1.00E10812
1.00E10814
1.00E10816
1.00E10818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
130
116
98
83
70
58
48
40
32
25
423
386
346
305
270
240
214
191
171
154
138
124
112
101
91
81
73
66
59
52
47
41
36
32
527
477
430
388
345
308
276
248
223
202
183
165
150
136
124
113
102
93
85
77
70
63
57
52
46
42
579
519
468
423
385
352
323
298
273
247
225
204
186
170
155
142
130
119
109
100
92
84
77
70
63
58
52
46
590
550
502
455
413
378
347
319
295
273
254
236
218
199
182
167
153
140
129
118
109
100
91
84
77
70
64
59
53
48
44
590
550
515
483
439
402
368
339
313
290
269
250
234
218
203
186
171
158
145
134
124
114
105
97
89
82
76
70
64
59
54
590
550
515
483
455
423
388
357
330
305
283
264
246
230
216
202
188
174
161
148
137
127
118
109
101
93
86
80
74
68
63
A = 749.5 in2
I = 11,253 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 32.875 in
wt = 96 psf
Yt = 5.386 in
Yb = 6.614 in
24.10
31.74
39.19
46.15
52.94
1.00E10806T2
1.00E10808T2
1.00E10810T2
1.00E10812T2
1.00E10814T2
59.54
65.99
1.00E10816T2
1.00E10818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
153
136
114
95
79
65
53
42
33
25
17
93
82
71
62
53
46
39
29
20
514
468
418
368
325
288
256
228
204
182
163
146
131
117
104
93
83
72
61
50
40
31
625
579
532
470
418
372
333
298
268
241
218
197
178
161
146
132
119
106
92
80
68
58
48
39
625
579
538
501
469
441
405
364
328
297
269
244
222
202
184
166
149
134
119
106
94
83
73
63
53
44
36
625
579
538
501
469
441
415
392
368
340
314
291
264
239
216
195
177
160
144
130
117
105
94
83
74
65
57
48
40
625
579
538
501
469
441
415
392
370
351
333
311
288
269
245
222
202
184
167
151
137
124
112
101
91
82
73
64
57
50
43
IN
625
579
538
501
469
441
415
392
370
351
333
317
302
285
265
247
226
206
188
172
157
143
130
118
107
97
88
79
71
63
56
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
43
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.00” COVER – 270K STRAND
10" x 96" ULTRALIGHT SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 108 PSF
DEAD LOAD WEIGHT WITH TOPPING = 121 PSF
SECTION PROPERTIES
A = 840.8 in2
I = 14,081 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.747 in
Yb = 7.253 in
SECTION PROPERTIES
b = 32.875 In
wt = 108 psf
26.42
34.84
43.06
50.92
58.45
65.79
72.94
1.00E10806T3
1.00E10808T3
1.00E10810T3
1.00E10812T3
1.00E10814T3
1.00E10816T3
1.00E10818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
166
146
123
102
84
69
55
44
148
130
114
100
87
76
66
51
38
25
561
511
456
401
354
314
279
248
221
197
176
158
141
126
112
94
78
63
50
38
27
690
638
583
515
457
407
364
326
293
263
237
214
193
175
156
137
118
101
86
71
58
46
35
690
638
592
552
516
484
444
400
360
326
295
268
243
218
194
172
153
135
119
104
90
77
64
52
41
31
690
638
592
552
516
484
455
429
405
372
344
316
284
255
229
206
184
165
147
131
116
102
90
78
67
56
45
36
690
638
592
552
516
484
455
429
406
384
365
340
315
290
262
237
214
193
174
156
140
125
111
99
87
76
66
57
48
38
690
638
592
552
516
484
455
429
406
384
365
347
330
310
289
265
241
218
198
179
162
146
132
118
106
94
83
73
64
55
47
A = 932.0 in2
I = 17,302 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 32.875 in
wt = 121 psf
Yt = 6.135 in
Yb = 7.865 in
28.75
37.94
46.93
55.71
63.98
72.07
79.96
1.00E10806T4
1.00E10808T4
1.00E10810T4
1.00E10812T4
1.00E10814T4
1.00E10816T4
1.00E10818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
178
157
131
108
89
72
58
181
159
139
122
107
92
71
53
36
21
757
698
648
603
564
528
497
468
442
418
397
377
359
337
313
282
254
229
205
184
165
147
130
115
101
88
76
64
54
44
259
555
495
435
384
339
301
268
239
213
190
170
151
127
105
85
66
50
35
21
757
697
634
559
496
441
394
353
317
285
256
231
208
181
157
133
112
93
75
59
44
31
757
698
648
603
564
528
484
436
393
355
321
290
257
227
200
176
153
133
115
97
80
65
51
37
25
757
698
648
603
564
528
497
468
442
405
374
339
303
270
240
214
189
167
147
129
112
96
82
68
54
41
30
757
698
648
603
564
528
497
468
442
418
397
369
342
310
278
249
223
199
177
158
139
123
107
93
79
67
56
44
32
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
44
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.25” COVER – 270K STRAND
10" x 96" ULTRALIGHT SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 71 PSF
DEAD LOAD WEIGHT WITH TOPPING = 96 PSF
SECTION PROPERTIES
A = 566.9 in2
I = 6548 in4
Yt = 4.799 in
Yb = 5.201 in
SECTION PROPERTIES
Mn
ft-k/ft
19.05
25.08
30.88
36.38
41.66
46.72
51.49
Series
1.25E10806
1.25E10808
1.25E10810
1.25E10812
1.25E10814
1.25E10816
1.25E10818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
A = 749.5 in2
I = 11,253 in4
b = 32.875 in
wt = 71 psf
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
125
111
94
79
66
55
45
37
30
23
411
374
334
294
260
231
206
184
165
148
132
119
107
96
86
77
69
62
55
49
44
38
34
513
464
418
374
333
297
266
239
215
194
175
159
144
130
118
107
98
89
80
73
66
60
54
48
43
564
505
455
412
375
342
314
289
262
238
216
196
179
163
149
136
124
114
104
95
87
80
73
66
60
54
48
572
533
489
443
402
367
337
310
286
265
246
229
211
193
176
161
148
135
124
114
104
95
87
80
73
67
61
55
50
572
533
498
468
428
391
359
330
304
282
262
243
227
212
197
181
166
153
140
129
119
110
101
93
85
78
72
66
60
55
50
572
533
498
468
440
413
378
348
321
297
276
257
240
223
209
196
183
169
156
144
133
123
113
105
97
89
83
76
70
65
59
b = 32.875 in
wt = 96 psf
Yt = 5.386 in
Yb = 6.614 in
23.52
30.97
38.19
44.97
51.57
1.25E10806T2
1.25E10808T2
1.25E10810T2
1.25E10812T2
1.25E10814T2
57.98
64.25
1.25E10816T2
1.25E10818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
148
131
110
91
75
61
50
39
30
22
102
89
78
68
59
50
43
35
26
502
457
406
357
315
279
248
221
197
176
157
141
126
112
100
89
79
67
56
45
36
607
562
517
457
405
361
322
289
259
233
210
190
172
155
140
127
113
99
86
74
62
52
43
34
607
562
522
487
456
428
392
353
318
288
261
236
215
195
178
159
142
127
113
100
89
78
67
57
48
39
607
562
522
487
456
428
403
380
358
330
305
282
255
230
208
188
169
152
137
123
110
99
88
78
68
60
51
43
607
562
522
487
456
428
403
380
359
340
323
302
280
260
236
214
194
176
160
145
131
118
106
95
85
76
67
59
52
IN
607
562
522
487
456
428
403
380
359
340
323
307
293
277
258
239
218
199
181
165
150
136
124
112
101
91
82
73
65
58
51
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
.
45
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.25” COVER – 270K STRAND
10" x 96" ULTRALIGHT SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 108 PSF
DEAD LOAD WEIGHT WITH TOPPING = 121 PSF
SECTION PROPERTIES
A = 840.8 in2
I = 14,081 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.747 in
Yb = 7.253 in
SECTION PROPERTIES
b = 32.875 In
wt = 108 psf
25.84
34.07
42.09
49.73
57.07
64.22
71.19
1.25E10806T3
1.25E10808T3
1.25E10810T3
1.25E10812T3
1.25E10814T3
1.25E10816T3
1.25E10818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
161
142
118
98
80
65
52
41
143
125
110
96
84
72
60
46
33
21
550
500
444
391
345
305
271
241
214
191
171
152
136
121
104
87
71
57
44
32
671
620
568
502
445
396
354
317
284
255
230
207
187
169
148
128
110
94
78
65
52
40
29
671
620
576
537
502
471
432
388
350
316
286
260
234
208
185
164
145
127
111
97
82
69
57
46
35
671
620
576
537
502
471
443
418
393
363
334
305
274
245
220
197
176
157
139
123
109
95
83
71
60
49
39
671
620
576
537
502
471
443
418
395
374
355
330
306
280
252
227
205
184
165
148
132
118
104
92
80
70
60
50
41
671
620
576
537
502
471
443
418
395
374
355
337
321
302
281
256
232
210
190
171
154
139
124
111
99
87
77
67
58
49
A = 932.0 in2
I = 17,302 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 32.875 in
wt = 121 psf
Yt = 6.135 in
Yb = 7.865 in
28.17
37.16
45.97
54.51
62.59
70.49
78.20
1.25E10806T4
1.25E10808T4
1.25E10810T4
1.25E10812T4
1.25E10814T4
1.25E10816T4
1.25E10818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
173
153
127
104
85
69
55
176
154
135
118
103
85
65
46
30
738
681
631
588
549
515
484
456
431
408
386
367
349
327
301
271
244
219
196
175
156
138
122
107
93
80
68
57
46
253
544
483
424
374
331
293
261
232
207
184
164
142
118
96
77
59
43
28
738
681
619
546
484
430
384
344
308
277
249
225
197
171
146
124
103
84
67
51
37
24
738
681
631
588
549
515
472
424
382
345
312
278
245
216
190
166
144
124
106
88
72
57
43
30
738
681
631
588
549
515
484
456
430
393
363
326
290
258
229
203
179
158
138
120
103
88
74
59
46
34
738
681
631
588
549
515
484
456
431
408
386
359
332
298
267
238
213
189
168
148
130
114
99
85
72
59
47
36
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
46
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.50” COVER – 270K STRAND
10" x 96" ULTRALIGHT SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 71 PSF
DEAD LOAD WEIGHT WITH TOPPING = 96 PSF
SECTION PROPERTIES
A = 566.9 in2
I = 6548 in4
Yt = 4.799 in
Yb = 5.201 in
SECTION PROPERTIES
b = 32.875 in
wt = 71 psf
Mn
ft-k/ft
18.47
24.31
29.88
35.20
40.30
45.17
49.74
Series
1.50E10806
1.50E10808
1.50E10810
1.50E10812
1.505E10814
1.50E10816
1.50E10818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
120
106
89
75
62
52
42
34
27
21
398
362
322
284
251
222
198
177
158
141
127
114
102
91
82
73
66
58
46
41
36
31
498
450
4063
361
320
286
255
229
206
186
168
152
137
124
113
102
93
84
76
69
62
56
50
45
548
491
442
399
363
331
304
279
252
228
207
188
171
156
142
130
119
108
99
90
83
75
69
62
56
50
554
516
475
430
391
357
327
300
278
256
238
221
204
186
170
156
142
130
119
109
100
91
83
76
69
63
57
52
554
516
482
453
416
380
348
320
295
273
253
236
220
205
191
175
160
147
135
124
114
105
96
88
81
74
68
62
57
554
516
482
453
426
402
368
339
312
289
268
249
232
217
202
190
177
163
150
139
128
118
109
100
93
85
79
72
66
61
56
A = 749.5 in2
I = 11,253 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 32.875 in
wt = 96 psf
Yt = 5.386 in
Yb = 6.614 in
22.94
30.19
37.19
43.78
50.19
1.50E10806T2
1.50E10808T2
1.50E10810T2
1.50E10812T2
1.50E10814T2
56.42
62.51
1.50E10816T2
1.50E10818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
144
127
105
87
71
58
47
37
28
20
98
85
74
64
56
47
40
31
22
489
445
394
346
306
270
240
213
190
170
151
135
121
108
96
85
74
62
51
40
31
579
545
502
443
393
350
312
279
251
225
203
183
165
149
135
122
106
92
79
68
57
47
38
589
545
506
472
442
415
380
342
308
278
252
228
207
188
170
151
135
120
106
94
82
71
61
51
42
589
545
506
472
442
415
390
368
347
320
295
272
246
221
199
179
161
145
130
116
104
92
82
72
63
54
45
589
545
506
472
442
415
390
368
348
330
313
293
271
251
227
206
186
169
152
138
124
111
100
89
79
70
62
54
IN
589
545
506
472
442
415
390
368
348
330
313
298
283
269
250
230
210
191
173
157
143
129
117
106
95
85
76
68
60
52
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
47
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.50” COVER – 270K STRAND
10" x 96" ULTRALIGHT SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 108 PSF
DEAD LOAD WEIGHT WITH TOPPING = 121 PSF
SECTION PROPERTIES
A = 840.8 in2
I = 14,081 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.747 in
Yb = 7.253 in
SECTION PROPERTIES
b = 32.875 In
wt = 108 psf
25.26
33.29
41.12
48.53
55.69
62.66
69.44
1.50E10806T3
1.50E10808T3
1.50E10810T3
1.50E10812T3
1.50E10814T3
1.50E10816T3
1.50E10818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
156
137
114
94
77
62
49
38
138
121
106
92
80
69
55
41
28
16
537
489
432
380
335
296
263
23
208
185
165
147
131
115
97
80
65
51
38
27
653
603
553
488
433
385
344
307
276
248
223
201
181
160
139
120
102
86
71
58
45
34
653
603
560
522
488
458
420
377
340
307
278
251
224
198
176
155
136
119
104
89
75
62
50
39
653
603
560
522
488
458
430
406
382
352
323
293
263
235
210
187
167
148
131
115
101
88
75
64
53
42
653
603
560
522
488
458
430
406
383
363
344
321
297
269
242
217
195
175
156
140
124
110
97
84
73
63
53
43
653
603
560
522
488
458
430
406
383
363
344
327
311
293
272
246
222
200
181
162
146
131
116
103
91
80
70
60
51
A = 932.0 in2
I = 17,302 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 32.875 in
wt = 121 psf
Yt = 6.135 in
Yb = 7.865 in
27.59
36.39
45.00
53.31
61.21
68.92
76.45
1.50E10806T4
1.50E10808T4
1.50E10810T4
1.50E10812T4
1.50E10814T4
1.50E10816T4
1.50E10818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
169
148
122
100
82
66
194
170
149
130
113
99
77
58
40
24
719
663
615
573
535
501
471
444
419
397
376
357
340
317
289
259
232
208
185
165
146
129
113
98
84
71
60
49
586
533
471
413
364
322
285
253
225
200
179
158
132
109
88
69
52
36
22
719
663
604
533
472
420
274
335
300
269
242
215
186
160
136
114
94
75
59
44
30
719
663
615
573
535
501
460
413
372
336
301
265
233
205
179
155
134
115
96
79
63
48
35
719
663
615
573
535
501
471
444
416
382
351
313
278
246
218
192
169
148
128
111
94
79
65
51
38
719
663
615
573
535
501
471
444
419
397
376
347
319
285
254
227
202
179
158
138
121
105
90
76
63
51
39
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
48
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.75” COVER – 270K STRAND
10" x 96" ULTRALIGHT SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 71 PSF
DEAD LOAD WEIGHT WITH TOPPING = 96 PSF
SECTION PROPERTIES
A = 566.9 in2
I = 6548 in4
Yt = 4.799 in
Yb = 5.201 in
SECTION PROPERTIES
b = 32.875 in
wt = 71 psf
Mn
ft-k/ft
17.89
23.53
28.89
34.02
38.94
43.62
47.99
Series
1.75E10806
1.75E10808
1.75E10810
1.75E10812
1.75E10814
1.75E10816
1.75E10818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
115
102
85
71
59
48
39
31
24
385
351
310
273
241
214
190
169
151
135
121
108
97
87
78
69
62
55
49
43
38
33
482
436
392
347
308
274
245
220
198
178
160
145
131
119
107
97
88
79
72
65
58
52
47
42
532
476
428
387
352
321
294
268
242
219
198
180
164
149
136
124
113
103
94
86
78
71
65
58
52
535
498
461
417
379
345
316
291
268
248
230
213
195
178
163
149
136
125
114
104
95
86
79
72
65
59
53
535
498
466
437
404
369
338
310
286
264
245
228
212
198
184
168
154
141
130
119
109
100
92
84
77
70
64
58
535
498
466
437
411
388
357
329
303
280
259
241
224
210
196
184
171
157
145
133
123
113
104
96
88
81
74
68
62
57
A = 749.5 in2
I = 11,253 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 32.875 in
wt = 96 psf
Yt = 5.386 in
Yb = 6.614 in
22.36
29.42
36.19
42.60
48.83
1.75E10806T2
1.75E10808T2
1.75E10810T2
1.75E10812T2
1.75E10814T2
54.87
60.76
1.75E10816T2
1.75E10818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
139
122
101
83
68
55
44
34
25
18
93
81
71
61
52
44
37
27
477
434
382
336
296
262
232
206
183
163
146
130
116
103
92
81
68
56
45
36
571
528
486
429
380
338
302
270
242
218
196
176
159
143
129
114
99
85
73
62
51
41
571
528
491
458
428
402
368
331
298
269
243
220
200
181
161
144
128
113
100
87
76
65
55
45
571
528
491
458
428
402
378
357
336
310
285
262
235
212
190
171
153
137
123
109
97
86
75
66
56
48
571
528
491
458
428
402
378
357
337
319
303
283
262
241
218
197
178
160
144
130
117
104
93
83
73
64
56
IN
571
528
491
458
428
402
378
357
337
319
303
288
274
260
241
221
201
182
165
150
135
122
110
99
89
79
70
62
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
Load Tables are presented as guidelines only. Design requirements must be reviewed by
49
STANDARD LOAD TABLES
10” THICK SPANCRETE® 1.75” COVER – 270K STRAND
10" x 96" ULTRALIGHT SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 108 PSF
DEAD LOAD WEIGHT WITH TOPPING = 121 PSF
SECTION PROPERTIES
A = 840.8 in2
I = 14,081 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.747 in
Yb = 7.253 in
SECTION PROPERTIES
b = 32.875 In
wt = 108 psf
24.68
32.52
40.16
47.34
54.31
61.10
67.70
1.75E10806T3
1.75E10808T3
1.75E10810T3
1.75E10812T3
1.75E10814T3
1.75E10816T3
1.75E10818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
151
132
109
90
73
59
46
152
133
116
101
88
76
64
49
35
23
525
477
421
369
325
287
255
226
201
179
159
142
126
107
89
73
58
45
33
634
586
538
475
421
374
334
298
267
240
216
194
173
151
130
111
94
78
64
51
39
634
586
544
507
474
444
407
366
329
297
269
240
213
188
166
146
127
111
95
81
67
55
43
634
586
544
507
474
444
418
394
369
340
312
281
251
224
199
177
157
139
122
107
93
80
68
56
45
634
586
544
507
474
444
418
394
372
352
334
310
286
257
231
207
185
165
147
131
116
102
89
77
66
56
46
634
586
544
507
474
444
418
394
372
352
334
317
302
284
261
235
212
190
171
153
137
122
108
95
84
73
62
53
A = 932.0 in2
I = 17,302 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 32.875 in
wt = 121 psf
Yt = 6.135 in
Yb = 7.865 in
27.01
35.62
44.03
52.11
59.82
67.35
74.69
1.75E10806T4
1.75E10808T4
1.75E10810T4
1.75E10812T4
1.75E10814T4
1.75E10816T4
1.75E10818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
163
143
118
96
78
62
188
165
14
125
109
91
70
51
34
700
646
599
557
521
488
459
432
408
386
366
347
330
308
276
247
220
196
174
154
136
119
103
89
75
63
51
573
521
459
403
355
313
277
246
219
194
173
148
122
100
79
61
44
29
700
646
589
519
460
409
364
325
292
262
235
203
175
149
125
104
84
67
51
36
700
646
599
557
521
488
445
402
361
326
287
252
221
193
168
145
124
105
86
69
54
40
700
646
599
557
521
488
459
432
403
370
337
298
264
233
206
181
158
137
118
101
85
70
55
42
700
646
599
557
521
488
459
432
408
386
365
337
305
272
242
215
190
167
147
128
111
95
81
67
55
42
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
50
STANDARD LOAD TABLES
10” THICK SPANCRETE® 2.00” COVER – 270K STRAND
10" x 96" ULTRALIGHT SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 71 PSF
DEAD LOAD WEIGHT WITH TOPPING = 96 PSF
SECTION PROPERTIES
A = 566.9 in2
I = 6548 in4
Yt = 4.799 in
Yb = 5.201 in
SECTION PROPERTIES
b = 32.875 in
wt = 71 psf
Mn
ft-k/ft
17.31
22.76
27.90
32.84
37.58
42.07
46.24
Series
2.00E10806
2.00E10808
2.00E10810
2.00E10812
2.00E10814
2.00E10816
2.00E10818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
110
97
80
67
55
45
36
29
22
372
339
298
262
231
205
182
162
144
129
115
103
92
82
73
65
58
51
45
40
35
467
426
377
333
295
263
235
210
189
170
153
138
125
113
102
92
83
75
68
61
54
49
43
519
466
419
379
344
314
286
257
232
209
190
172
156
142
129
118
107
98
89
81
74
67
61
54
535
498
451
408
371
338
310
284
262
243
225
205
186
170
156
142
130
119
108
99
90
82
74
67
61
535
498
466
436
396
361
331
304
280
259
240
223
208
193
177
162
148
135
124
113
104
95
87
79
72
66
60
535
498
466
437
411
382
350
322
297
274
254
236
220
205
192
179
164
151
139
127
117
108
99
91
83
76
70
64
48
A = 749.5 in2
I = 11,253 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 32.875 in
wt = 96 psf
Yt = 5.386 in
Yb = 6.614 in
21.78
28.64
35.19
41.42
47.46
2.00E10806T2
2.00E10808T2
2.00E10810T2
2.00E10812T2
2.00E10814T2
53.32
59.01
2.00E10816T2
2.00E10818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
133
116
96
79
64
52
41
31
23
102
89
77
67
58
49
41
33
23
464
422
370
325
286
253
224
199
177
157
140
125
111
98
87
75
62
51
40
553
511
471
415
368
327
292
261
233
210
188
169
152
137
122
106
92
79
67
56
45
553
511
475
443
414
389
356
319
287
259
234
212
192
172
153
135
120
106
93
80
69
58
48
553
511
475
443
414
389
366
345
324
299
275
251
225
202
181
162
145
129
115
102
90
79
69
59
50
553
511
475
443
414
389
366
345
326
309
293
273
253
230
208
187
169
152
136
122
109
97
86
76
67
58
IN
553
511
475
443
414
389
366
345
326
309
293
279
265
250
232
211
191
173
156
141
127
115
103
92
82
72
64
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
51
STANDARD LOAD TABLES
10” THICK SPANCRETE® 2.00” COVER – 270K STRAND
10" x 96" ULTRALIGHT SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 108 PSF
DEAD LOAD WEIGHT WITH TOPPING = 121 PSF
SECTION PROPERTIES
A = 840.8 in2
I = 14,081 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 5.747 in
Yb = 7.253 in
SECTION PROPERTIES
b = 32.875 In
wt = 108 psf
24.10
31.74
39.18
46.15
52.93
59.53
65.95
2.00E10806T3
2.00E10808T3
2.00E10810T3
2.00E10812T3
2.00E10814T3
2.00E10816T3
2.00E10818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
146
127
105
86
69
55
43
147
128
112
97
84
72
58
44
30
512
466
409
358
316
279
247
219
194
173
154
136
119
99
82
66
52
39
27
616
569
523
461
408
363
323
289
259
232
208
187
163
141
120
102
86
71
57
44
616
569
528
492
460
431
393
355
319
288
259
229
202
178
156
136
119
102
87
72
59
47
616
569
528
492
460
431
406
382
356
328
301
268
239
212
188
167
147
129
113
98
85
72
60
49
616
569
528
492
460
431
406
382
361
342
324
299
274
245
219
196
175
155
138
122
107
93
81
69
58
616
569
528
492
460
431
406
382
361
342
324
308
293
273
248
223
201
180
161
144
128
113
100
87
76
65
55
A = 932.0 in2
I = 17,302 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 32.875 in
wt = 121 psf
Yt = 6.135 in
Yb = 7.865 in
26.42
34.84
43.06
50.91
58.44
65.78
72.94
2.00E10806T4
2.00E10808T4
2.00E10810T4
2.00E10812T4
2.00E10814T4
2.00E10816T4
2.00E10818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
158
138
113
92
75
209
182
159
139
121
105
83
63
44
28
681
628
583
542
507
475
446
420
396
375
355
337
320
293
262
233
207
184
162
143
125
108
93
79
66
54
561
510
447
392
345
304
269
239
212
188
165
137
113
91
71
53
37
22
671
628
574
506
448
398
354
316
283
254
222
191
163
137
115
94
75
58
42
28
681
628
583
542
507
473
429
390
351
311
272
238
208
181
156
134
113
94
76
60
45
681
628
583
542
507
475
446
420
389
357
321
283
250
220
193
169
147
126
108
91
76
60
46
681
628
583
542
507
475
446
420
396
375
352
325
290
258
228
202
178
156
136
118
101
85
71
58
46
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
52
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.00” COVER – 270K STRAND
12" x 96" STD. SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 88 PSF
DEAD LOAD WEIGHT WITH TOPPING = 113 PSF
SECTION PROPERTIES
A = 706 in2
I = 11,599 in4
Yt = 5.685 in
Yb = 6.315 in
Mn
ft-k/ft
24.28
32.06
39.68
47.10
54.12
Series
1.00D12806
1.00D12808
1.00D12810
1.00D12812
1.00D12814
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
SECTION PROPERTIES
b = 31.0 in
wt = 88 psf
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
161
143
121
102
86
71
59
49
39
31
24
527
481
429
378
335
297
265
237
212
190
52
44
36
29
23
660
603
542
483
430
384
344
309
278
251
227
206
187
170
154
140
128
116
105
96
87
79
71
64
58
52
46
41
36
678
631
590
534
486
443
406
373
342
310
282
257
234
214
195
179
164
150
137
126
116
106
97
89
81
74
67
61
55
50
678
631
590
553
520
477
437
401
370
342
317
295
275
255
234
215
198
182
168
155
143
131
121
112
103
95
87
80
74
67
60
A = 889 in2
I = 18,152 in4
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 31.0 in
wt = 113 psf
Yt = 6.311 in
Yb = 7.689 in
28.75
37.94
46.93
55.71
63.97
1.00D12806T2
1.00D12808T2
1.00D12810T2
1.00D12812T2
1.00D12814T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
185
164
137
114
95
78
64
51
40
30
21
267
239
208
178
152
130
111
94
80
67
55
175
157
141
126
112
100
89
79
70
61
54
45
36
762
704
639
565
502
447
400
359
323
291
262
237
214
194
176
159
144
131
118
107
96
87
75
64
53
44
35
762
704
653
609
569
534
490
441
398
360
327
297
270
246
224
205
187
171
156
142
130
118
104
92
80
69
59
50
41
IN
762
704
653
609
569
534
502
474
447
412
381
352
323
295
270
248
227
209
192
176
160
145
131
118
106
95
83
73
63
54
45
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
53
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.00” COVER – 270K STRAND
12" x 96" STD. SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 126 PSF
DEAD LOAD WEIGHT WITH TOPPING = 138 PSF
SECTION PROPERTIES
A = 980 in2
I = 22,005 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 6.680 in
Yb = 8.320 in
31.07
41.04
50.81
60.38
68.14
1.00D12806T3
1.00D12808T3
1.00D12810T3
1.00D12812T3
1.00D12814T3
SECTION PROPERTIES
b = 31.0 in
wt = 126 psf
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
197
175
145
121
100
82
66
53
41
30
21
286
257
222
190
162
138
118
100
84
70
209
187
167
150
134
119
106
94
83
71
57
44
33
22
819
761
690
609
541
482
431
386
347
312
282
254
230
208
188
170
154
139
125
110
94
79
66
53
42
31
819
761
710
661
618
579
529
476
430
389
352
320
291
265
241
220
201
183
167
149
131
114
99
85
72
59
48
38
819
761
710
661
618
579
544
513
485
447
412
381
349
319
292
267
245
224
202
181
163
146
130
116
101
88
75
63
52
42
A = 1071 in2
I = 26,318 in4
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 31.0 in
wt = 138 psf
Yt = 7.069 in
Yb = 8.931 in
33.40
44.14
54.68
65.03
75.13
1.00D12806T4
1.00D12808T4
1.00D12810T4
1.00D12812T4
1.00D12814T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
210
185
154
128
105
86
69
54
41
30
20
3060
274
237
202
172
147
124
105
88
249
223
199
178
159
142
126
112
94
75
59
43
29
861
799
740
654
580
516
461
413
371
334
301
271
245
221
200
181
163
143
122
102
85
68
53
39
26
861
799
746
698
656
618
568
511
461
417
377
342
311
283
258
235
214
191
168
146
126
107
90
74
60
46
34
IN
861
799
746
698
656
618
584
553
522
482
443
409
375
343
313
287
258
231
206
184
163
145
127
109
93
78
64
51
38
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
54
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.25” COVER – 270K STRAND
12" x 96" STD. SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 88 PSF
DEAD LOAD WEIGHT WITH TOPPING = 113 PSF
SECTION PROPERTIES
A = 706 in2
I = 11,599 in4
Yt = 5.690 in
Yb = 6.310 in
Mn
ft-k/ft
23.70
31.28
38.71
45.90
52.73
Series
1.25D12806
1.25D12808
1.25D12810
1.25D12812
1.25D12814
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
SECTION PROPERTIES
b = 31.0 in
wt = 88 psf
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
156
139
117
98
82
68
56
46
37
29
21
515
469
417
367
325
289
95
82
70
59
50
41
34
27
21
645
589
530
470
418
373
334
300
270
244
220
199
181
164
149
135
123
112
101
92
83
75
68
61
55
49
44
39
661
615
574
522
475
433
396
364
332
301
273
249
226
207
189
173
158
145
132
121
111
101
93
85
77
70
64
58
52
47
661
615
574
538
506
466
427
392
361
334
310
288
268
247
227
208
191
176
162
149
137
126
116
107
99
91
83
76
70
63
57
A = 889 in2
I = 18,152 in4
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 31.0 in
wt = 113 psf
Yt = 6.315 in
Yb = 7.685 in
28.17
37.16
45.97
54.51
62.59
1.25D12806T2
1.25D12808T2
1.25D12810T2
1.25D12812T2
1.25D12814T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
180
159
132
110
91
75
61
48
37
28
19
261
234
202
172
147
126
107
91
76
64
53
170
152
136
122
108
97
86
76
67
58
51
41
32
743
687
624
552
490
436
390
350
314
283
255
230
208
188
170
154
140
126
114
103
92
82
70
59
49
40
743
687
637
593
555
520
478
430
388
351
318
289
263
239
218
199
181
165
151
138
125
112
99
86
75
64
54
45
IN
743
687
637
593
555
520
490
462
436
402
372
344
314
287
263
241
221
202
186
170
154
139
125
112
101
89
78
67
58
49
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
55
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.25” COVER – 270K STRAND
12" x 96" STD. SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 126 PSF
DEAD LOAD WEIGHT WITH TOPPING = 138 PSF
SECTION PROPERTIES
A = 980 in2
I = 22,005 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 6.680 in
Yb = 8.320 in
29.80
40.26
49.84
59.22
68.14
1.25D12806T3
1.25D12808T3
1.25D12810T3
1.25D12812T3
1.25D12814T3
SECTION PROPERTIES
b = 31.0 in
wt = 126 psf
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
192
169
141
117
96
79
63
50
38
28
280
251
216
185
157
134
114
96
80
228
204
182
162
145
129
115
102
91
80
66
52
40
28
806
748
675
596
529
471
421
377
338
304
274
248
224
202
183
165
149
135
120
103
88
74
60
48
37
806
748
694
646
603
565
517
465
420
379
344
312
283
258
235
214
195
178
160
141
124
107
92
79
66
54
43
806
748
694
646
603
565
531
501
473
436
402
371
340
311
284
260
238
216
194
174
156
139
124
109
95
81
69
58
47
A = 1071 in2
I = 26,318 in4
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 31.0 in
wt = 138 psf
Yt = 7.069 in
Yb = 8.931 in
32.81
43.36
53.71
63.86
73.73
1.25D12806T4
1.25D12808T4
1.25D12810T4
1.25D12812T4
1.25D12814T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
205
180
150
124
101
82
66
51
39
28
18
300
268
231
197
167
142
120
101
273
243
217
194
173
154
137
122
107
87
69
53
38
24
850
790
725
640
568
505
451
404
363
326
294
265
239
216
195
176
157
135
114
95
78
62
47
34
850
790
737
690
648
610
556
500
451
407
369
334
304
276
251
229
206
182
159
137
118
100
83
67
53
40
28
IN
850
790
737
690
648
610
574
541
510
471
433
399
366
334
306
277
248
222
198
176
156
137
119
101
85
71
57
44
32
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
56
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.50” COVER – 270K STRAND
12" x 96" STD. SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 88 PSF
DEAD LOAD WEIGHT WITH TOPPING = 113 PSF
SECTION PROPERTIES
A = 706 in2
I = 11,599 in4
Yt = 5.690 in
Yb = 6.310 in
Mn
ft-k/ft
23.11
30.51
37.74
44.71
51.35
Series
1.50D12806
1.50D12808
1.50D12810
1.50D12812
1.50D12814
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
SECTION PROPERTIES
b = 31.0 in
wt = 88 psf
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
151
134
112
94
78
65
53
43
34
26
502
196
169
145
125
107
91
78
66
56
47
38
31
25
630
575
516
457
406
362
324
291
261
236
213
193
175
158
144
130
118
107
97
88
79
72
65
58
52
46
41
643
599
559
510
463
422
386
355
322
291
264
240
219
200
182
166
152
139
127
116
106
97
89
81
74
67
61
55
49
643
599
559
524
493
455
417
383
353
326
302
280
261
239
219
201
185
170
156
143
132
121
112
103
94
87
79
73
66
59
A = 889 in2
I = 18,152 in4
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 31.0 in
wt = 113 psf
Yt = 6.315 in
Yb = 7.685 in
27.59
36.39
45.00
53.31
61.21
1.50D12806T2
1.50D12808T2
1.50D12810T2
1.50D12812T2
1.50D12814T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
175
154
128
106
88
71
58
45
35
25
255
228
196
167
143
121
103
87
73
61
184
165
147
131
117
104
93
82
72
64
55
47
37
724
669
609
538
478
425
380
340
306
275
248
224
202
183
165
149
135
122
110
99
89
77
65
54
44
724
669
621
578
541
507
465
419
378
341
309
281
255
232
211
192
175
160
146
133
120
106
93
81
70
59
50
IN
724
669
621
578
541
507
477
450
425
392
362
335
305
279
255
233
214
196
180
164
148
133
119
107
94
83
72
62
53
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
57
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.50” COVER – 270K STRAND
12" x 96" STD. SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 126 PSF
DEAD LOAD WEIGHT WITH TOPPING = 138 PSF
SECTION PROPERTIES
A = 980 in2
I = 22,005 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 6.680 in
Yb = 8.320 in
29.91
39.49
48.87
58.06
66.75
1.50D12806T3
1.50D12808T3
1.50D12810T3
1.50D12812T3
1.50D12814T3
SECTION PROPERTIES
b = 31.0 in
wt = 126 psf
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
187
164
137
113
93
75
60
47
36
25
274
245
210
179
153
130
110
92
77
222
198
177
158
140
125
111
99
87
75
61
47
35
24
792
731
660
583
517
460
411
368
330
297
267
241
217
196
177
160
144
130
114
97
82
68
55
43
32
792
731
677
630
589
552
505
454
410
370
335
304
276
251
228
208
189
172
152
134
116
100
86
72
60
48
37
792
731
677
630
589
552
519
489
461
425
392
362
331
302
276
253
231
207
186
167
149
132
117
102
88
75
63
52
41
A = 1071 in2
I = 26,318 in4
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 31.0 in
wt = 138 psf
Yt = 7.069 in
Yb = 8.931 in
32.23
42.59
52.74
62.70
72.33
1.50D12806T4
1.50D12808T4
1.50D12810T4
1.50D12812T4
1.50D12814T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
199
175
145
120
98
79
63
49
36
25
294
262
225
191
162
138
116
98
266
237
211
188
168
149
133
118
100
81
63
47
33
19
804
746
696
627
556
494
441
395
354
318
286
258
233
210
189
171
149
127
106
88
71
55
41
28
804
746
696
651
611
575
543
489
441
398
360
326
296
269
245
223
197
172
150
129
109
92
76
60
47
34
IN
804
746
696
651
611
575
543
514
487
451
414
381
352
326
298
267
239
213
189
167
147
128
110
93
78
63
50
37
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
58
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.75” COVER – 270K STRAND
12" x 96" STD. SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 88 PSF
DEAD LOAD WEIGHT WITH TOPPING = 113 PSF
SECTION PROPERTIES
A = 706 in2
I = 11,599 in4
Yt = 5.690 in
Yb = 6.310 in
Mn
ft-k/ft
22.53
29.73
36.77
43.51
49.97
Series
1.75D12806
1.75D12808
1.75D12810
1.75D12812
1.75D12814
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
SECTION PROPERTIES
b = 31.0 in
wt = 88 psf
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
146
129
108
90
75
62
50
40
32
24
211
190
163
140
120
102
87
74
63
53
44
36
29
22
615
561
501
443
393
351
314
281
253
228
206
186
168
152
138
125
113
103
93
84
76
68
61
55
49
43
38
626
582
544
498
452
412
377
345
311
282
256
232
211
192
175
160
146
134
122
111
102
93
84
77
70
63
57
51
626
582
544
510
479
444
406
373
343
317
294
272
252
231
211
194
178
163
150
138
127
116
107
98
90
82
75
69
62
56
A = 889 in2
I = 18,152 in4
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
b = 31.0 in
wt = 113 psf
Yt = 6.315 in
Yb = 7.685 in
27.01
35.62
44.03
52.11
59.82
1.75D12806T2
1.75D12808T2
1.75D12810T2
1.75D12812T2
1.75D12814T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
169
149
123
102
84
68
55
43
32
23
248
222
190
162
138
117
99
83
70
58
179
159
142
127
113
100
89
79
69
60
52
43
34
705
651
595
525
465
414
370
331
297
267
241
217
196
177
160
144
130
117
105
95
84
71
60
50
40
705
651
604
563
526
494
453
407
367
332
300
272
247
225
204
186
169
154
140
128
113
100
87
75
64
54
45
IN
705
651
604
563
526
494
464
438
414
382
353
325
296
271
247
226
207
190
174
157
141
127
113
100
88
77
67
57
48
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
59
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.75” COVER – 270K STRAND
12" x 96" STD. SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 126 PSF
DEAD LOAD WEIGHT WITH TOPPING = 138 PSF
SECTION PROPERTIES
A = 980 in2
I = 22,005 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
Yt = 6.680 in
Yb = 8.320 in
29.33
38.71
47.90
56.89
65.36
1.75D12806T3
1.75D12808T3
1.75D12810T3
1.75D12812T3
1.75D12814T3
SECTION PROPERTIES
b = 31.0 in
wt = 126 psf
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
181
159
132
109
89
72
57
44
33
23
268
239
204
174
148
125
106
89
242
215
192
171
153
136
121
107
95
83
70
55
42
31
772
713
645
569
504
449
401
358
322
289
260
234
211
191
172
155
140
125
107
91
76
62
50
38
772
713
661
615
574
538
493
443
399
361
326
296
268
244
222
202
183
164
144
126
109
94
79
66
54
43
772
713
661
615
574
538
506
476
450
414
381
352
322
294
269
246
222
199
178
159
141
125
109
94
81
68
57
46
A = 1071 in2
I = 26,318 in4
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
b = 31.0 in
wt = 138 psf
Yt = 7.069 in
Yb = 8.931 in
31.65
41.81
51.77
61.54
70.93
1.75D12806T4
1.75D12808T4
1.75D12810T4
1.75D12812T4
1.75D12814T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
194
170
141
116
94
76
60
46
34
23
287
257
219
186
158
133
112
292
259
231
206
183
163
145
129
114
93
75
57
42
27
830
770
695
613
544
483
431
386
346
311
279
251
227
204
184
164
140
119
99
81
64
49
35
830
770
718
668
623
584
532
478
431
389
352
318
289
262
238
214
187
163
141
120
102
84
68
54
40
IN
830
770
718
668
623
584
548
516
487
4476
410
378
348
318
287
257
229
203
180
159
139
119
102
85
70
56
43
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
60
STANDARD LOAD TABLES
12” THICK SPANCRETE® 2.00” COVER – 270K STRAND
12" x 96" STD. SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 88 PSF
DEAD LOAD WEIGHT WITH TOPPING = 113 PSF
SECTION PROPERTIES
A = 706 in2
I = 11,599 in4
Yt = 5.690 in
Yb = 6.310 in
Mn
ft-k/ft
21.95
28.96
35.80
42.32
48.60
Series
2.00D12806
2.00D12808
2.00D12810
2.00D12812
2.00D12814
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
SECTION PROPERTIES
b = 31.0 in
wt = 88 psf
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
140
124
103
86
71
58
47
38
29
22
205
184
157
134
115
98
83
71
59
50
41
33
26
20
599
546
486
430
381
340
304
272
245
220
199
179
162
147
133
120
109
98
89
80
72
65
58
52
46
40
609
566
529
485
440
401
366
334
301
272
247
224
204
185
169
154
140
128
117
106
97
88
80
73
66
60
54
48
609
566
529
495
465
432
396
363
334
308
285
264
244
223
2042
1872
1712
1571
1441
1321
1211
1111
1021
94
86
78
72
65
58
A = 889 in2
I = 18,152 in4
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
b = 31.0 in
wt = 113 psf
Yt = 6.315 in
Yb = 7.685 in
26.42
34.84
43.06
50.92
58.44
2.00D12806T2
2.00D12808T2
2.00D12810T2
2.00D12812T2
2.00D12814T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
164
144
119
98
80
65
52
40
30
21
242
216
184
156
133
113
95
80
66
54
173
154
137
122
109
96
85
75
66
57
49
39
687
634
580
511
453
403
360
322
289
260
234
210
190
171
154
139
125
113
101
91
78
66
55
45
687
634
588
548
512
480
441
396
357
322
292
264
240
218
198
180
164
149
135
122
107
94
81
70
59
49
IN
687
634
588
548
512
480
452
426
402
372
343
316
288
2621
2401
2191
2001
1831
1671
1501
1341
1209
1078
94
82
71
61
52
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
61
STANDARD LOAD TABLES
12” THICK SPANCRETE® 2.00” COVER – 270K STRAND
12" x 96" STD. SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 126 PSF
DEAD LOAD WEIGHT WITH TOPPING = 138 PSF
SECTION PROPERTIES
A = 980 in2
I = 22,005 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
Yt = 6.680 in
Yb = 8.320 in
28.75
37.94
46.93
55.71
63.97
2.00D12806T3
2.00D12808T3
2.00D12810T3
2.00D12812T3
2.00D12814T3
SECTION PROPERTIES
b = 31.0 in
wt = 126 psf
Mn
ft-k/ft
Series
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
176
154
128
105
85
69
54
42
30
21
261
233
198
168
143
121
102
85
235
209
186
166
148
131
116
103
91
79
64
50
38
26
753
695
630
556
492
438
391
349
313
281
253
228
205
185
166
150
135
117
100
84
70
56
44
33
753
695
644
599
560
525
481
432
389
351
318
288
261
237
215
195
177
156
136
118
102
87
73
60
48
753
695
644
599
560
525
493
464
438
403
371
342
314
286
261
237
213
190
170
151
134
117
102
87
74
62
50
A = 1071 in2
I = 26,318 in4
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
b = 31.0 in
wt = 138 psf
Yt = 7.069 in
Yb = 8.931 in
31.07
41.04
50.81
60.38
69.53
2.00D12806T4
2.00D12808T4
2.00D12810T4
2.00D12812T4
2.00D12814T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
188
165
136
111
91
72
57
43
31
21
281
251
213
180
153
129
108
284
253
225
200
178
158
140
124
107
87
68
51
36
22
819
757
680
600
531
472
421
377
337
303
272
245
220
198
179
155
132
111
91
74
58
43
29
819
757
701
652
609
570
520
467
420
379
343
310
281
255
231
203
177
153
132
112
93
77
61
47
34
IN
819
757
701
652
609
570
535
504
474
435
399
367
340
309
276
246
218
193
170
149
129
110
93
77
62
49
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
62
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.00” COVER – 270K STRAND
12" x 96" ULTRALIGHT SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 82 PSF
DEAD LOAD WEIGHT WITH TOPPING = 96 PSF
SECTION PROPERTIES
A = 659.3 in2
I = 10,915 in4
Yt = 5.696 in
Yb = 6.304 in
SECTION PROPERTIES
b = 34.375 in
wt = 82 psf
Mn
ft-k/ft
24.28
32.06
39.68
47.10
54.01
60.72
67.24
Series
1.00E12806
1.00E12808
1.00E12810
1.00E12812
1.00E12814
1.00E12816
1.00E12818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
165
147
126
106
90
76
64
53
44
35
28
21
530
483
433
382
339
302
269
241
216
195
175
158
143
129
116
105
95
85
77
69
62
55
49
44
38
34
29
661
604
550
488
434
388
348
313
283
256
232
210
191
174
159
145
132
120
110
100
91
83
76
69
62
56
51
45
41
734
671
608
551
502
459
422
383
347
315
286
261
238
218
200
183
168
154
142
130
120
110
101
93
85
78
72
66
60
54
48
771
718
652
591
538
492
452
416
385
356
332
308
282
259
238
219
202
186
172
159
147
135
125
115
106
98
90
83
76
70
64
771
718
672
628
572
523
480
442
409
378
352
328
307
287
269
248
229
211
195
180
167
154
143
132
122
113
105
97
89
83
76
771
718
672
631
594
551
506
466
430
399
371
345
323
302
284
266
251
232
215
199
184
171
159
148
137
127
118
110
102
95
88
A = 841.8 in2
I = 17,386 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 34.375 in
wt = 107 psf
Yt = 6.244 in
Yb = 7.756 in
28.75
37.94
46.93
55.71
63.97
1.00E12806T2
1.00E12808T2
1.00E12810T2
1.00E12812T2
1.00E12814T2
72.05
80.00
1.00E12816T2
1.00E12818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
188
167
141
119
99
82
68
55
44
34
26
270
243
212
182
157
135
115
278
249
223
200
180
161
145
130
117
105
94
84
74
66
58
49
39
31
767
709
644
569
506
452
404
363
327
295
267
241
219
198
180
164
149
135
122
111
101
91
79
68
58
48
39
767
709
658
613
574
538
494
446
403
365
331
301
275
250
229
209
191
175
160
147
134
121
109
96
85
74
64
54
46
38
767
709
658
613
574
538
507
478
452
429
392
358
327
300
275
252
232
213
196
178
162
147
133
121
109
98
88
78
68
59
50
767
709
658
613
574
538
507
478
452
429
407
387
368
344
319
292
267
245
224
205
187
171
156
142
130
118
107
97
87
78
70
IN
767
709
658
613
574
538
507
478
452
429
407
387
369
352
336
318
296
272
250
229
211
193
178
163
149
137
125
114
104
95
86
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
63
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.00” COVER – 270K STRAND
12" x 96" ULTRALIGHT SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 108 PSF
DEAD LOAD WEIGHT WITH TOPPING = 121 PSF
SECTION PROPERTIES
A = 933.1 in2
I = 21,139 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 6.584 in
Yb = 8.416 in
SECTION PROPERTIES
b = 34.375 In
wt = 120 psf
31.07
41.04
50.81
60.38
69.53
78.35
86.99
1.00E12806T3
1.00E12808T3
1.00E12810T3
1.00E12812T3
1.00E12814T3
1.00E12816T3
1.00E12818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
201
178
150
125
104
86
71
57
45
34
25
289
260
227
194
167
143
122
104
266
238
214
192
172
154
138
124
110
98
88
74
61
48
37
26
835
765
694
614
545
486
435
390
351
317
286
259
234
212
192
174
158
143
130
114
98
84
70
58
46
36
835
771
715
666
622
584
534
481
434
393
357
324
295
269
246
224
205
187
169
151
135
119
104
90
77
65
53
43
33
835
771
715
666
622
584
549
517
489
463
424
387
353
323
296
272
249
225
203
183
165
148
133
119
106
93
81
69
58
48
38
835
771
715
666
622
584
549
517
489
463
439
418
398
370
343
312
284
258
235
213
194
176
159
144
129
116
104
92
82
72
61
835
771
715
666
622
584
549
517
489
463
439
418
398
379
362
342
316
289
264
241
220
201
183
167
152
138
124
112
101
90
80
A = 1024.4 in2
I = 25,320 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 34.375 in
wt = 132 psf
Yt = 6.953 in
Yb = 9.047 in
33.40
44.14
54.68
65.03
75.13
84.69
94.06
1.00E12806T4
1.00E12808T4
1.00E12810T4
1.00E12812T4
1.00E12814T4
1.00E12816T4
1.00E12818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
213
189
158
132
109
90
73
59
46
34
24
906
835
774
720
672
630
592
558
527
498
473
449
427
407
389
367
335
305
277
251
228
207
187
168
151
136
121
108
95
83
72
309
277
241
206
177
151
129
109
284
254
227
203
182
163
146
130
116
97
79
63
48
34
21
899
821
745
658
584
521
466
418
375
338
305
276
249
226
204
185
168
147
126
107
89
73
58
44
32
20
906
835
774
720
672
630
572
515
465
421
382
347
315
287
262
239
217
192
170
150
131
112
95
80
65
52
39
28
906
835
774
720
672
630
592
558
527
798
456
416
379
347
318
288
259
232
208
186
166
147
130
114
99
84
70
57
45
33
906
835
774
720
672
630
592
558
527
498
473
449
427
398
364
330
298
270
244
220
198
178
159
142
126
112
98
85
72
60
48
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
A DIVISION OF KIEWIT PACIFIC CO.
.
03/10
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
1” – 1-1/2” CAMBER
1-1/2” – 2” CAMBER
64
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.25” COVER – 270K STRAND
12" x 96" ULTRALIGHT SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 82 PSF
DEAD LOAD WEIGHT WITH TOPPING = 96 PSF
SECTION PROPERTIES
A = 659.3 in2
I = 10,915 in4
Yt = 5.696 in
Yb = 6.304 in
SECTION PROPERTIES
b = 34.375 in
wt = 82 psf
Mn
ft-k/ft
23.70
31.28
38.71
45.90
52.63
59.16
65.50
Series
1.25E12806
1.25E12808
1.25E12810
1.25E12812
1.25E12814
1.25E12816
1.25E12818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
160
143
121
102
86
73
61
50
41
33
26
517
472
421
371
329
293
261
234
210
188
170
153
138
124
112
101
91
82
73
66
59
52
47
41
36
31
647
591
536
474
422
377
338
304
274
248
224
204
185
168
153
140
127
116
106
96
88
80
72
65
59
53
48
43
38
719
656
595
539
491
448
412
372
336
305
278
253
231
211
193
177
162
149
137
125
115
106
97
89
82
75
68
62
57
51
45
751
700
638
578
527
481
442
407
376
348
325
299
274
251
230
212
195
180
166
153
141
130
120
111
103
94
87
79
73
66
60
751
700
655
614
560
512
470
432
399
370
345
320
300
280
263
242
223
206
190
175
162
150
138
128
118
109
101
93
86
79
73
751
700
655
614
579
540
496
457
422
391
363
338
316
295
277
260
244
227
210
194
180
167
155
143
133
123
115
106
98
91
84
A = 841.8 in2
I = 17,386 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 34.375 in
wt = 107 psf
Yt = 6.244 in
Yb = 7.756 in
28.17
37.16
45.97
54.50
62.59
1.25E12806T2
1.25E12808T2
1.25E12810T2
1.25E12812T2
1.25E12814T2
70.48
78.24
1.25E12816T2
1.25E12818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
184
163
137
115
95
79
65
53
42
32
24
264
237
206
177
152
130
111
95
242
217
194
174
156
140
126
113
101
90
80
71
63
55
45
36
748
691
629
556
494
441
394
354
318
287
259
235
213
193
175
159
144
130
118
107
97
86
74
63
53
44
35
748
691
641
598
559
525
482
434
392
355
322
293
267
243
222
203
185
170
155
142
129
116
103
91
79
69
59
50
41
748
691
641
598
559
525
494
466
441
418
382
348
318
291
267
248
225
207
189
172
156
141
128
115
104
93
83
72
63
54
46
748
691
641
598
559
525
494
466
441
418
396
377
359
336
311
285
260
238
217
198
181
165
150
137
124
113
102
92
83
74
66
IN
748
691
641
598
559
525
494
466
441
418
396
377
359
343
327
310
289
265
243
223
204
187
172
157
144
131
120
109
99
90
81
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
65
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.25” COVER – 270K STRAND
12" x 96" ULTRALIGHT SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 108 PSF
DEAD LOAD WEIGHT WITH TOPPING = 121 PSF
SECTION PROPERTIES
A = 933.1 in2
I = 21,139 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 6.584 in
Yb = 8.416 in
SECTION PROPERTIES
b = 34.375 In
wt = 120 psf
34.38
40.26
49.84
59.22
68.14
76.78
85.22
1.25E12806T3
1.25E12808T3
1.25E12810T3
1.25E12812T3
1.25E12814T3
1.25E12816T3
1.25E12818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
196
174
145
121
101
83
68
54
42
32
23
283
254
221
189
162
138
118
100
260
232
208
186
167
149
134
120
107
95
84
69
56
44
32
22
816
752
679
600
533
475
425
381
343
309
279
252
228
206
187
169
153
139
124
108
92
78
65
53
42
31
816
753
698
650
608
570
522
470
424
384
348
316
288
262
239
218
199
182
163
145
128
112
97
83
71
59
48
38
816
753
698
650
608
570
536
505
477
452
414
377
344
315
288
264
240
217
196
176
158
142
127
113
100
87
75
63
52
42
816
753
698
650
608
570
536
505
477
452
429
408
388
361
334
303
275
250
227
206
187
169
152
137
123
110
98
87
76
66
55
816
753
698
650
608
570
536
505
477
452
429
408
388
370
353
334
308
281
256
234
213
194
177
160
145
131
118
106
95
85
75
A = 1024.4 in2
I = 25,320 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 34.375 in
wt = 132 psf
Yt = 6.953 in
Yb = 9.047 in
32.81
43.36
53.71
63.86
73.73
83.11
92.30
1.25E12806T4
1.25E12808T4
1.25E12810T4
1.25E12812T4
1.25E12814T4
1.25E12816T4
1.25E12818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
209
184
154
128
106
87
70
56
43
32
22
886
816
756
704
657
616
579
545
515
487
462
439
418
398
380
358
325
295
268
243
220
199
179
161
144
129
114
101
88
77
66
303
271
235
201
172
146
125
311
277
248
221
198
177
158
142
126
110
91
73
57
42
29
885
808
730
645
572
510
456
408
367
330
298
269
243
220
199
180
161
139
118
100
82
67
52
39
26
886
816
756
704
657
616
560
504
455
412
373
339
308
280
255
233
208
184
163
142
123
105
88
73
59
45
33
886
816
756
704
657
616
579
545
515
487
446
406
371
339
310
278
250
224
200
178
158
140
123
107
91
76
63
50
38
886
816
756
704
657
616
579
545
515
487
462
439
418
288
354
320
289
261
235
212
190
170
152
135
119
105
91
78
65
53
41
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
66
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.50” COVER – 270K STRAND
12" x 96" ULTRALIGHT SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 82 PSF
DEAD LOAD WEIGHT WITH TOPPING = 96 PSF
SECTION PROPERTIES
A = 659.3 in2
I = 10,915 in4
Yt = 5.696 in
Yb = 6.304 in
SECTION PROPERTIES
b = 34.375 in
wt = 82 psf
Mn
ft-k/ft
23.11
30.51
37.74
44.70
51.26
57.60
63.76
Series
1.50E12806
1.50E12808
1.50E12810
1.50E12812
1.50E12814
1.50E12816
1.50E12818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
155
138
117
98
83
69
58
47
39
31
24
505
460
409
361
320
284
253
227
203
182
164
147
133
120
108
97
87
78
70
63
56
50
44
38
34
632
577
521
461
410
366
328
295
266
240
217
197
179
163
148
135
122
111
101
92
84
76
69
62
56
50
45
40
702
641
581
526
479
438
400
360
326
296
269
245
223
204
186
171
156
143
131
121
111
101
93
85
78
71
65
59
54
48
42
732
682
624
566
515
470
431
397
367
340
317
290
265
243
223
205
188
173
160
147
136
125
116
107
98
91
83
76
69
63
57
732
682
638
598
548
501
459
423
390
362
336
313
293
273
256
236
217
200
185
170
157
145
134
124
114
105
97
90
82
76
70
732
682
638
598
563
529
485
447
412
382
355
330
308
288
270
254
238
221
204
189
175
162
150
139
129
119
111
102
95
88
81
A = 841.8 in2
I = 17,386 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 34.375 in
wt = 107 psf
Yt = 6.244 in
Yb = 7.756 in
27.59
36.39
45.00
53.31
61.20
1.50E12806T2
1.50E12808T2
1.50E12810T2
1.50E12812T2
1.50E12814T2
68.91
76.49
1.50E12816T2
1.50E12818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
179
158
132
110
92
76
62
50
39
30
21
258
231
200
171
147
126
107
91
235
211
189
169
152
136
122
109
97
87
77
68
60
51
41
32
729
673
614
543
482
430
384
345
310
279
252
228
206
187
169
154
139
126
114
103
93
81
69
59
49
40
729
673
625
583
545
511
470
423
382
346
314
285
259
236
215
197
180
164
150
137
124
110
97
85
74
64
54
45
729
673
625
583
545
511
481
454
429
407
372
339
310
283
259
238
218
200
183
166
150
135
122
110
98
88
77
67
58
49
729
673
625
583
545
511
481
454
429
407
386
367
350
328
302
277
252
230
210
192
175
159
144
131
119
107
97
87
78
69
60
IN
729
673
625
583
545
511
481
454
429
407
386
367
350
334
319
302
281
257
236
216
198
181
166
151
138
126
114
104
94
85
76
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
KIE-CON
A DIVISION OF KIEWIT PACIFIC CO.
.
03/10
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
1” – 1-1/2” CAMBER
1-1/2” – 2” CAMBER
67
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.50” COVER – 270K STRAND
12" x 96" ULTRALIGHT SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 108 PSF
DEAD LOAD WEIGHT WITH TOPPING = 121 PSF
SECTION PROPERTIES
A = 933.1 in2
I = 21,139 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 6.584 in
Yb = 8.416 in
SECTION PROPERTIES
b = 34.375 In
wt = 120 psf
29.91
39.49
48.87
58.06
66.75
75.20
83.47
1.50E12806T3
1.50E12808T3
1.50E12810T3
1.50E12812T3
1.50E12814T3
1.50E12816T3
1.50E12818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
191
169
141
117
97
80
65
51
40
30
21
277
248
215
184
157
134
114
283
253
226
202
181
162
145
129
116
103
91
78
64
51
39
28
796
735
664
587
521
464
415
372
334
301
272
245
222
201
182
164
149
134
117
101
86
72
59
48
37
796
735
681
635
593
556
510
459
414
375
339
308
280
255
233
212
194
175
155
138
121
105
91
77
65
53
43
796
735
681
635
593
556
523
493
466
441
403
368
336
307
281
257
232
209
188
169
151
135
120
106
93
80
68
57
47
796
735
681
635
593
556
523
493
466
441
418
398
378
353
324
294
267
242
219
198
179
162
146
131
117
104
92
81
70
59
49
796
735
681
635
593
556
523
493
466
441
418
398
378
361
344
326
299
272
248
226
206
187
169
153
139
125
112
100
89
79
69
A = 1024.4 in2
I = 25,320 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 34.375 in
wt = 132 psf
Yt = 6.953 in
Yb = 9.047 in
32.23
42.59
52.74
62.70
72.33
81.52
90.53
1.50E12806T4
1.50E12808T4
1.50E12810T4
1.50E12812T4
1.50E12814T4
1.50E12816T4
1.50E12818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
204
180
149
124
102
83
67
53
41
30
20
866
798
739
688
642
602
565
533
503
476
451
429
408
388
371
348
315
286
259
234
211
190
171
153
137
121
107
94
81
70
59
297
266
229
196
167
142
121
303
270
241
216
193
172
154
137
122
103
84
67
51
37
23
866
795
715
631
560
499
446
399
359
323
291
262
237
214
194
175
153
131
111
92
76
60
46
33
866
798
739
688
642
602
548
493
445
402
364
331
301
273
249
225
199
176
154
134
114
97
81
66
52
39
866
798
739
688
642
602
565
533
503
476
435
396
362
330
299
268
240
215
191
170
150
132
116
99
84
69
56
43
866
798
739
688
642
602
565
533
503
476
451
429
408
378
343
309
279
251
226
203
182
162
144
127
112
98
84
71
58
46
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
68
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.75” COVER – 270K STRAND
12" x 96" ULTRALIGHT SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 82 PSF
DEAD LOAD WEIGHT WITH TOPPING = 96 PSF
SECTION PROPERTIES
A = 659.3 in2
I = 10,915 in4
Yt = 5.696 in
Yb = 6.304 in
SECTION PROPERTIES
b = 34.375 in
wt = 82 psf
Mn
ft-k/ft
22.53
29.73
36.77
43.51
49.88
56.05
62.01
Series
1.75E12806
1.75E12808
1.75E12810
1.75E12812
1.75E12814
1.75E12816
1.75E12818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
150
133
112
94
79
66
55
45
36
28
22
492
448
397
350
310
275
245
219
196
176
158
142
128
115
103
93
83
75
67
60
53
47
41
36
31
616
563
506
447
398
355
318
286
257
232
210
190
173
157
142
130
118
107
97
88
80
72
66
59
53
48
42
38
686
626
567
514
467
427
387
349
316
286
260
236
216
197
180
164
151
138
126
116
106
97
89
81
74
68
62
56
50
44
712
664
610
552
502
459
421
387
358
331
307
280
256
235
215
198
182
167
154
142
131
120
111
102
94
87
79
72
66
59
53
712
664
621
582
535
489
448
413
381
353
327
305
284
266
249
230
211
195
179
165
152
140
129
119
110
101
93
86
79
72
66
712
664
621
582
548
517
474
436
403
373
346
322
300
281
263
247
232
215
199
184
170
157
145
134
124
115
106
98
91
84
77
A = 841.8 in2
I = 17,386 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 34.375 in
wt = 107 psf
Yt = 6.244 in
Yb = 7.756 in
27.01
35.62
44.03
52.11
59.82
1.75E12806T2
1.75E12808T2
1.75E12810T2
1.75E12812T2
1.75E12814T2
67.34
74.74
1.75E12816T2
1.75E12818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
174
153
128
106
88
73
59
47
37
27
251
225
194
166
142
121
103
88
229
204
183
164
147
131
117
105
93
83
73
65
57
47
37
710
656
599
529
470
419
374
336
302
272
245
221
200
181
164
149
134
122
110
99
88
75
64
54
44
710
656
609
567
531
498
457
412
372
336
305
277
252
229
209
190
174
159
145
132
118
104
91
80
69
59
49
41
710
656
609
567
531
498
469
442
418
396
362
330
301
275
252
231
211
194
176
159
143
129
116
104
93
82
72
62
53
44
710
656
609
567
531
498
469
442
418
396
376
357
340
320
293
268
244
223
203
184
168
152
138
125
113
102
91
82
72
64
55
IN
710
656
609
567
531
498
469
442
418
396
376
357
340
324
310
294
273
250
228
209
191
174
145
159
132
120
109
98
89
80
71
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
69
STANDARD LOAD TABLES
12” THICK SPANCRETE® 1.75” COVER – 270K STRAND
12" x 96" ULTRALIGHT SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 108 PSF
DEAD LOAD WEIGHT WITH TOPPING = 121 PSF
SECTION PROPERTIES
A = 933.1 in2
I = 21,139 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 6.584 in
Yb = 8.416 in
SECTION PROPERTIES
b = 34.375 In
wt = 120 psf
29.33
38.71
47.90
56.89
65.36
73.63
81.71
1.75E12806T3
1.75E12808T3
1.75E12810T3
1.75E12812T3
1.75E12814T3
1.75E12816T3
1.75E12818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
186
164
136
113
93
76
62
49
37
27
271
243
209
178
152
130
110
276
246
220
196
176
157
140
125
111
99
88
73
59
46
35
24
777
717
649
574
509
453
405
363
326
293
264
239
216
195
176
159
144
128
111
95
80
66
54
42
32
777
717
665
619
579
543
498
448
404
365
331
300
273
248
226
206
188
167
148
130
114
98
84
71
59
48
37
777
717
665
619
579
543
510
481
454
430
393
358
327
298
273
248
223
201
180
161
144
128
114
100
86
74
62
51
41
777
717
665
619
579
543
510
481
454
430
408
388
369
344
314
284
257
233
211
190
172
154
138
124
110
98
86
75
64
53
777
717
665
619
579
543
510
481
454
430
408
388
369
352
336
317
289
263
239
218
198
179
162
146
132
118
106
94
83
73
63
A = 1024.4 in2
I = 25,320 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 34.375 in
wt = 132 psf
Yt = 6.953 in
Yb = 9.047 in
31.65
41.81
51.77
61.54
70.93
79.94
88.76
1.75E12806T4
1.75E12808T4
1.75E12810T4
1.75E12812T4
1.75E12814T4
1.75E12816T4
1.75E12818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
198
175
145
120
99
80
64
50
38
27
18
118
103
89
77
65
49
33
846
780
722
672
628
588
552
520
491
465
441
419
398
379
362
336
304
275
249
224
202
181
162
145
129
114
100
87
74
63
51
290
260
223
10
162
138
333
296
264
235
210
187
167
149
133
117
97
78
61
46
31
846
780
700
618
548
488
436
390
350
315
284
256
231
209
188
167
144
123
103
85
69
54
40
27
846
780
722
672
628
588
536
482
435
393
356
323
293
267
243
215
190
167
145
125
106
89
74
59
45
33
846
780
722
672
628
588
552
520
491
465
425
387
353
322
288
258
230
205
182
161
142
124
107
91
76
62
49
37
846
780
722
672
628
588
552
520
491
465
441
419
398
368
331
298
268
241
216
194
173
154
136
120
104
90
76
63
51
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
70
STANDARD LOAD TABLES
12” THICK SPANCRETE® 2.00” COVER – 270K STRAND
12" x 96" ULTRALIGHT SLAB
NO BONDED TOPPING
2 ” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT NO TOPPING = 82 PSF
DEAD LOAD WEIGHT WITH TOPPING = 96 PSF
SECTION PROPERTIES
A = 659.3 in2
I = 10,915 in4
Yt = 5.696 in
Yb = 6.304 in
SECTION PROPERTIES
b = 34.375 in
wt = 82 psf
Mn
ft-k/ft
21.95
28.96
35.80
42.31
48.51
54.49
60.27
Series
2.00E12806
2.00E12808
2.00E12810
2.00E12812
2.00E12814
2.00E12816
2.00E12818
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
145
128
108
90
75
63
52
42
33
26
479
436
385
339
300
267
237
212
190
170
152
137
123
110
99
89
80
71
63
56
50
44
38
33
601
548
491
434
386
344
308
277
249
225
203
184
167
151
137
124
113
103
93
84
76
69
62
56
50
45
40
669
610
553
501
455
416
375
338
305
277
251
228
208
190
173
158
145
132
121
111
101
93
85
77
70
64
58
53
47
693
645
595
539
490
447
410
377
348
322
297
271
247
226
208
190
175
161
148
136
125
115
106
98
90
82
75
69
62
56
50
693
645
603
566
522
477
437
402
371
343
318
297
276
259
241
232
204
188
174
160
147
135
125
115
106
97
89
82
75
68
62
693
645
603
566
533
503
463
426
393
363
337
314
292
273
255
240
225
209
193
178
164
152
140
130
120
111
102
94
87
80
74
A = 841.8 in2
I = 17,386 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 34.375 in
wt = 107 psf
Yt = 6.244 in
Yb = 7.756 in
26.42
34.84
43.06
50.91
58.44
2.00E12806T2
2.00E12808T2
2.00E12810T2
2.00E12812T2
2.00E12814T2
65.78
72.99
2.00E12816T2
2.00E12818T2
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
168
148
123
102
85
69
56
44
34
25
245
220
188
161
137
117
99
84
222
198
177
158
142
127
113
101
90
79
70
62
53
43
33
691
638
584
516
458
408
364
326
293
264
238
215
194
175
159
143
130
117
106
95
82
70
59
49
40
691
638
593
552
517
485
445
400
361
327
296
269
244
222
202
184
168
153
140
126
111
98
85
74
64
54
45
691
638
593
552
517
485
456
430
407
385
351
320
292
267
244
223
205
187
169
152
137
123
110
98
87
76
66
57
48
691
638
593
552
517
485
456
430
407
385
365
347
331
310
285
259
236
215
195
177
161
146
132
119
107
96
86
76
67
58
50
IN
691
638
593
552
517
485
456
430
407
385
365
347
331
315
301
287
264
241
220
201
183
167
152
139
126
114
103
93
83
74
66
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
.
03/10
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
71
STANDARD LOAD TABLES
12” THICK SPANCRETE® 2.00” COVER – 270K STRAND
12" x 96" ULTRALIGHT SLAB
3” BONDED STRUCTURAL TOPPING
4” BONDED STRUCTURAL TOPPING
DEAD LOAD WEIGHT WITH TOPPING = 108 PSF
DEAD LOAD WEIGHT WITH TOPPING = 121 PSF
SECTION PROPERTIES
A = 933.1 in2
I = 21,139 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Yt = 6.584 in
Yb = 8.416 in
SECTION PROPERTIES
b = 34.375 In
wt = 120 psf
28.75
37.94
46.93
55.70
63.97
72.06
79.95
2.00E12806T3
2.00E12808T3
2.00E12810T3
2.00E12812T3
2.00E12814T3
2.00E12816T3
2.00E12818T3
ALLOWABLE SUPERIMPOSED LOAD
IN POUNDS PER SQUARE FOOT
180
159
132
109
90
73
59
46
35
25
265
237
203
173
147
125
106
269
239
214
191
170
152
136
121
107
95
82
68
54
41
30
757
699
634
560
497
442
395
354
317
286
257
232
209
189
171
154
139
121
104
88
74
61
48
37
757
699
648
604
564
529
485
436
393
355
322
292
265
241
219
200
179
159
140
123
106
91
78
65
53
42
757
699
648
604
564
529
497
469
443
419
383
349
318
290
265
239
214
192
172
154
137
121
107
92
79
67
56
45
757
699
648
604
564
529
497
469
443
419
398
378
359
335
303
274
248
224
202
182
164
147
131
117
103
91
79
68
57
47
757
699
648
604
564
529
497
469
443
419
398
378
359
342
327
308
280
254
230
209
189
171
154
139
125
111
99
87
77
67
57
A = 1024.4 in2
I = 25,320 in4
Mn
ft-k/ft
Series
Span in
Feet
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
b = 34.375 in
wt = 132 psf
Yt = 6.953 in
Yb = 9.047 in
31.07
41.04
50.81
60.38
69.53
78.36
87.00
2.00E12806T4
2.00E12808T4
2.00E12810T4
2.00E12812T4
2.00E12814T4
2.00E12816T4
2.00E12818T4
ALLOWABLE SUPERIMPOSED LOAD
POUNDS PER SQUARE FOOT
IN
193
169
140
116
95
77
61
48
36
25
826
762
706
656
613
574
539
508
480
454
430
408
388
370
353
325
293
264
238
214
192
172
154
136
120
106
92
79
67
55
284
254
217
185
157
133
325
289
257
229
204
182
162
145
129
110
90
72
55
40
26
826
762
685
604
536
477
426
381
342
307
276
249
225
203
183
158
135
115
96
78
62
47
34
826
762
706
656
613
574
524
471
425
384
347
315
286
260
233
206
181
158
136
116
98
82
66
52
39
826
762
706
656
613
574
539
508
480
454
415
377
344
310
277
247
220
196
173
152
134
116
99
83
68
55
42
826
762
706
656
613
574
539
508
480
454
430
408
387
355
319
287
258
231
207
184
164
145
127
111
97
82
69
56
43
Load Tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each project.
03/10
.
KIE-CON
1” – 1-1/2” CAMBER
A DIVISION OF KIEWIT PACIFIC CO.
1-1/2” – 2” CAMBER
3551 WILBUR AVE., ANTIOCH CA. 94509 TEL: (925) 754-9494 FAX: (925) 754-0624
WWW.KIECON.COM
72
SPECIFICATIONS FOR PRECAST,
PRESTRESSED HOLLOW CORE PLANK
SECTION 03400
1. GENERAL
1.01 Description
A. Work Included:
1. These specification cover manufacture, transportation, and erection of precast, pre-stressed concrete
hollow core plank including grouting of joints between adjacent units.
B. Related Work Specified Elsewhere:
1. Cast-in-Place Concrete: Section
.
2. Architectural Precast Concrete: Section
.
3. Precast Structural Concrete: Section
.
4. Underlayments (Floor and/or roof Leveling): Section
.
5. Caulking and Sealants: Section
.
6. Small Holes for Mechanical/Plumbing: Section
.
7. Cast-in-Place Embedment’s: Section
.
8. Steel Bearing Lintels: Section
.
9. Insulation in Plank Cores: Section
.
1.02
Quality Assurance
A. Manufacturer Qualification: Fabricating plant shall be certified by public agency such International
Accreditations Service (IAS), a division of International Code Council (ICC). The manufacturer shall retain a
registered civil or structural engineer to certify that manufacturing is in accordance with design requirements.
OR
The manufacturer shall, at his expense, meet the following requirements:
1.
2.
Retain an independent inspection agency approved by the Architect, Engineer and/or Owner.
The basis of inspection shall be the Pre-stressed Concrete Institute’s “Manual for Quality Control for
Plants and Production of Precast and Pre-stressed Concrete Products”, MNL-116, and the criteria for
acceptance shall be the same as the Plant Certification Program.
3. Retain a full time structural engineer to certify that manufacturing is in accordance with design
requirements.
B. Erector Qualifications: Regularly engaged for at least 5 years in the erection of precast structural concrete
similar to the requirements of this project.
C. Welder Qualifications: In accordance with AWS D1.1.
D. Testing: In general compliance with applicable provisions of Pre-stressed Concrete Institute MNL-116, Manual
for Quality Control for Plants and Production of Precast Pre-stressed Concrete Products.
E. Requirements of Regulatory Agencies: All local codes plus the following specifications, standards and codes
are a part of these specifications:
1. ACI 318-Building Code requirements for Reinforced Concrete.
2. AWS D1.1-Structural Welding Code-Steel.
3. AWS D1.4-Structural Welding Code-Reinforcing Steel.
4. ASTM Specifications- As referred to in Part 2- Products, of this Specification.
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1.03
Submittals and Design
A. Shop drawings
1. Erection Drawings
a. Plans locating and defining all hollow core plank furnished by the manufacturer, with all
major openings shown.
b. Sections and details showing connections, weld plates, edge conditions and support
conditions of the hollow core plank units.
c. All dead, live and other applicable loads used in the design.
d. Fire rating.
B.
Approvals
1. Submit
copies of erection drawings for approval prior to fabrication. Fabrication not to
proceed prior to receipt of approved drawings.
C.
Product Design Criteria
1. Loadings for design
a. Initial handling and erection stresses.
b. All dead and live loads as specified on the contract documents.
c. All other loads specified for hollow core plank where applicable.
2. Fire rating shall be a
hour.
3. Design steel plank support headers when such headers are determined necessary by the
manufacturer’s engineer.
4. Design calculations shall be performed by a registered engineer experienced in precast prestressed concrete design and submitted for approval upon request.
5. Design shall be in accordance with PCI MNL-116 and applicable codes.
D. Permissible Design Deviations
1. Design deviations will be permitted only after the Architect/Engineer’s written approval of the
manufacturer’s proposed design supported by complete design calculations and drawings.
2. Design deviations shall provide an installation equivalent to the basic intent without incurring
additional cost to the owner.
E.
Test Reports: Test reports on concrete and other materials shall be submitted upon request.
2. PRODUCTS
2.01 Materials
A. Portland Cement:
1. ASTM C150-Type II or III
B.
Admixtures:
1. Water reducing, Retarding, Accelerating, High Range Water Reducing Admixtures: ASTM C495.
C.
Aggregates:
1. ASTM C33 or C330.
D. Water:
1. Potable or free foreign materials in amounts harmful to concrete and embedded steel.
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E.
Reinforcing Steel:
1. Bars:
Deformed Billet Steel: ASTM A615
Deformed Low Alloy Steel: ASTM A706
2.
Wire:
Cold Drawn Steel: ASTM A82
F.
Pre-stressing Strand:
1. Uncoated, 7-Wire, Low Lax strand: ASTM A416 (including supplement) –Grade 270K.
G. Welded Studs: In accordance with AWS D1.1.
H. Structural Steel Plates and Shapes: ASTM A36.
I. Grout:
J. Cement grout: Grout shall be a mixture of not less than one part Portland cement to three parts fine sand,
and the consistency shall be such that joints can be completely filled but without seepage over adjacent
surfaces. The grout shall achieve a minimum 28-day compressive strength of 3000psi.
K. Bearing Strips:
1. Plastic: Multi-monomer plastic strips shall be non-leaching and support construction loads with no
visible overall expansion.
2.02 Concrete Mixes
A. 28-day compressive strength: Minimum of 5,000 psi.
B. Release strength: Minimum of 3,500 psi.
C. Use of calcium chloride, or admixtures containing chlorides is not permitted.
2.03 Manufacture
A. Hollow core plank shall be machine cast in 96” widths as manufactured by KIE-CON, (www.kiecon.com) Tel:
(925)754-9494).
B. Openings: Manufacturer shall provide for openings 12” square or larger as clearly shown on the
architectural and structural drawings. Round and small openings (less than 12”) shall be drilled or cut by the
respective trades after grouting upon the manufactorer’s approval.
C. Finishes: Bottom surface shall be flat and uniform with a block like finish as resulting from an extrusion
process without major chips, spalls and imperfections. Top surface shall be machine troweled.
D. Patching: Will be acceptable providing the structural adequacy of the hollow core unit is not impaired.
3. EXECUTION
3.01 Product Delivery, Storage, and Handling
A. Delivery and Handling:
1. Hollow core plank shall be lifted and supported during manufacturing, stockpiling, transporting and
erection operations only at the lifting or supporting points, designated by the manufacturer.
2. Transportation, site handling, and erection shall be performed with acceptable equipment and
methods, and by qualified personnel.
B. Storage:
1. Store all units off ground on firm level surfaces with dunnage placed at bearing points.
2. Place stored units so that identification marks are discernible.
3. Separate stacked units by dunnage across full width of each plank.
3.02 Erection
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A. Site Access: Erection access suitable for cranes and trucks to move unassisted from public roads to all crane
working areas as required by erector, or otherwise indicated herein, will be provided and maintained by the
general contractor. Obstructing wires shall be shielded or removed and, when applicable, snow removal
and winter heat will be provided by the general contractor.
B. Preparation: The General Contractor shall be responsible for:
1. Providing true, level bearing surfaces on all field placed bearing walls and other field placed
supporting members. Masonry wall bearing surfaces shall be bond beams with properly filled and
cured concrete.
2. All pipes, stacks, conduits and other such items shall be stubbed off at a level lower than the bearing
plane until after the plank are set. Masonry, concrete or steel shall not be installed above plank
bearing surface until after the plank is in place.
C. Installation: Installation of hollow core slab units may be performed by the manufacturer. Members shall
be lifted with slings at points determined by the manufacturer. Korolath bearing strips use with masonry
block or concrete shall be set, where required. Grout keys shall be filled. Openings shall be field cut only
after grout has cured, unless authorized by the manufacturer’s engineer.
3.03 Field Welding
A. Field welding is to be done by qualified welders using equipment and materials compatible to the base
material.
3.04 Attachments and Small Holes
A. Subject to approval of the Architect/Engineer, hollow core plank units may be drilled or “shot” provided no
contact is made with the pre-stressing steel. Round holes and those less than 12 in. on any side shall be
drilled or cut by the respective trades. Should spalling occur, it shall be repaired by the trade doing the
drilling, shooting or cutting.
3.05 Clean Up
A. Remove rubbish and debris resulting from hollow core plank work from premises upon completion.
3.06 Safety
A. The general contractor will provide and maintain all safety barricades and opening covers required for plank
after grouting is completed.
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Precast Prestressed Spancrete Hollowcore:
A. Hollow core plank shall be machine cast in 96” widths as manufactured by KIE-CON, (www.kiecon.com)
Tel: (925)754-9494. Fabricating plant shall be certified by public agency such International Accreditations
Service (IAS), a division of International Code Council (ICC). Third party inspection shall be required and
bored by manufacturer if fabrication plant is not certified through ICC.
B. Design, manufacturing procedures and tolerances shall be in general compliance with PCI MNL-116.
C. Prestressing steel shall be in conformance with ASTM A 416, 7 wire strand grade 270 KSI.
D. Reinforcing steel shall be in conformance with ASTM A 615 or ASTM A 706.
E. Concrete mix shall be designed by the manufacturer to meet minimum 3,500 psi concrete strength at
release and a minimum 5,000 psi concrete strength at 28 days.
F. Manufacturer shall provide openings 12” square or larger, when it is indicated on architectural or
structural drawings. Round and small openings, less than 12” shall be drilled or cut by the respective
trades after the Spancrete Hollowcore planks are installed and grouted. All opening requires the approval
of the manufacturer prior to starting of drilling or cutting.
G. Finishes: Bottom finish shall be a block looking finish resulting from an extrusion process without major
chips, spalls and imperfections. Top surface shall be roughened for composite action with topping. If no
topping is placed, the finish shall be as shown on the contract drawings.
H. Hollowcore plank shall be lifted, handled and supported at the locations shown and designated by the
manufacturer.
I. Korolath bearing pads shall be used when Spancrete Hollowcore planks are shall be installed on masonry
block or Concrete surfaces. No bearing pad required when Spancrete Hollowcore planks are installed on
steel surfaces.
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