2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
509.05 B. 3 inches (75 mm) at the faces of footings placed against rock or earth. C. 1 1/2 inches (38 mm) to the bottom of a cast-in-place deck slab. D. 2 inches (50 mm) at all other surfaces. E. 2 1/4 to 2 1/2 inches (60 to 65 mm) between the reinforcing steel and the top surfaces of cast-in-place concrete deck slabs. 509.05 Bending. Bend reinforcing steel to the dimensions shown on the plans and in Table 509.05-1 (509.05-1M). Reject reinforcing steel showing transverse cracks. TABLE 509.05-1 STANDARD BENDS Dimension % Bar Nominal Dimensions 180° Bend 90° Bend 135° Bend Bar Diameter Area Weight D A D A D A Size in in 2 lb/ft in in in in in in 3 0.375 0.11 0.376 2 1/4 5 2 1/4 5 1 1/2 4 4 0.500 0.20 0.668 3 6 3 7 2 4 1/2 5 0.625 0.31 1.043 3 3/4 7 3 3/4 8 1/2 2 1/2 5 1/2 6 0.750 0.44 1.502 41/2 8 4 1/2 10 7 0.875 0.60 2.044 5 1/4 10 5 1/4 12 8 1.000 0.79 2.670 6 11 6 131/2 9 1.128 1.00 3.400 9 1/2 15 9 1/2 15 1/2 10 1.270 1.27 4.303 10 3/4 17 10 3/4 18 11 1.410 1.56 5.313 12 19 12 20 14 1.693 2.25 7.65 18 1/4 27 18 1/4 25 18 2.257 4.00 13.60 24 36 24 33 Tolerances: For diameter of bends, “D”, the tolerance may be plus or minus the diameter of the bar. Standard fabricating tolerances shall be in accordance with the CRSI Manual of Standard Practice. No weight allowances will be made for tolerances. 308 D A Dimension % D A Dimension % D A
TABLE 509.05-1M STANDARD BENDS Dimension % Bar Nominal Dimensions 180° Bend 90° Bend 135° Bend Bar Diameter Area Weight D A D A D A Size mm mm 2 kg/m mm mm mm mm mm mm #10M 9.5 71 0.560 60 130 60 130 40 105 #13M 12.7 129 0.994 75 155 75 180 50 115 #16M 15.9 199 1.552 95 180 95 215 65 140 #19M 19.1 284 2.235 115 205 115 255 #22M 22.2 387 3.042 135 255 135 305 #25M 25.4 510 3.973 150 280 150 345 #29M 28.7 645 5.060 240 380 240 395 #32M 32.3 819 6.404 275 430 275 455 #36M 35.8 1006 7.907 305 485 305 510 #43M 43.0 1452 11.38 465 685 465 635 Tolerances: For diameter of bends, “D”, the tolerance may be plus or minus the diameter of the bar. Standard fabricating tolerances shall be in accordance with the CRSI Manual of Standard Practice. No weight allowances will be made for tolerances. 309 D A Dimension % D A Dimension % D A 509.06 509.06 Approval of Placing. Before placing concrete, obtain the Engineer’s approval of reinforcing steel in place. 509.07 Splicing. Splice reinforcement only as specified or determined by the Engineer. Splice spiral reinforcement by lapping 1 1/2 turns. Do not replace spiral reinforcement removed for a material sample if the sample is from the end of the spiral and less than or equal to 30 inches (0.8 m) long. Mechanical connectors shall be capable of developing 125 percent of the yield strength of the connected bars. The total slip of the bar within the splice sleeve of the connector after loading in tension to 30.0 ksi (207 MPa) and relaxing to 3.0 ksi (21 MPa) shall not exceed the following measured displacements between gage points clear of the splice sleeve: A. For bar sizes up to No. 14: 0.01 in. (0.25 mm) B. For No. 18 bars: 0.03 in. (0.76 mm) Splice Nos. 14 and 18 (Nos. 45M and 55M) reinforcing steel bars with mechanical connectors. The Department will not permit lap splices for these size bars. Splice Nos. 14 and 18 (Nos. 45M and 55M) reinforcing steel bars with mechanical connectors. The Department will not permit lap splices for these size bars. Splice additional steel used to replace random samples as follows:
- Page 263 and 264: 257 451.07 finishing the freshly pl
- Page 265 and 266: 451.08 Immediately before paving, r
- Page 267 and 268: 451.09 oil. Use an adequate bulkhea
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- Page 275 and 276: 269 499.03 C. Concrete Classes. Usi
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- Page 285 and 286: TABLE 499.08-1 EVERY BATCH TICKET N
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- Page 289 and 290: 283 501.04 Prepare the shop drawing
- Page 291 and 292: 285 501.05 drawing at least 24 hour
- Page 293 and 294: 287 501.05 ii. Erection sequence fo
- Page 295 and 296: 289 502.01 Accompany all certified
- Page 297 and 298: 291 503.01 503.01 Description. This
- Page 299 and 300: 293 503.08 503.08 Backfill. Backfil
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- Page 303 and 304: 297 506.03 limits of the footing 3
- Page 305 and 306: 299 506.04 506.04 Basis of Payment.
- Page 307 and 308: 507.05 Do not use a follower unless
- Page 309 and 310: 303 507.11 (75 mm) above the elevat
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- Page 319 and 320: 511.03 Proportions 511.04 Mix Optio
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- Page 323 and 324: FIGURE 1 ACI 308-81 511.11 Slipform
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- Page 327 and 328: 321 511.16 from 50 to 100 °F (10 t
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- Page 331 and 332: 325 511.21 expansion joints. Saw gr
- Page 333 and 334: 327 511.25 511.25 Basis of Payment.
- Page 335 and 336: 329 512.03 Do not mix or apply the
- Page 337 and 338: 2. Non-epoxy sealer. 331 512.03 a.
- Page 339 and 340: 333 512.04 markings according to Se
- Page 341 and 342: 335 512.06 Engineer with written in
- Page 343 and 344: 337 512.07 200 psi (1400kPa) max.,
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- Page 349 and 350: 343 513.03 The Office of Materials
- Page 351 and 352: 345 513.05 513.05 Fabricator Docume
- Page 353 and 354: 347 513.12 before assembly. During
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- Page 357 and 358: TABLE 513.20-1M Bolt Size (mm) To d
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TABLE 509.05-1M STANDARD BENDS<br />
Dimension %<br />
Bar<br />
Nominal Dimensions 180° Bend 90° Bend 135° Bend<br />
Bar Diameter Area Weight D A D A D A<br />
Size mm mm 2 kg/m mm mm mm mm mm mm<br />
#10M 9.5 71 0.560 60 130 60 130 40 105<br />
#13M 12.7 129 0.994 75 155 75 180 50 115<br />
#16M 15.9 199 1.552 95 180 95 215 65 140<br />
#19M 19.1 284 2.235 115 205 115 255<br />
#22M 22.2 387 3.042 135 255 135 305<br />
#25M 25.4 510 3.973 150 280 150 345<br />
#29M 28.7 645 5.060 240 380 240 395<br />
#32M 32.3 819 6.404 275 430 275 455<br />
#36M 35.8 1006 7.907 305 485 305 510<br />
#43M 43.0 1452 11.38 465 685 465 635<br />
Tolerances: For diameter <strong>of</strong> bends, “D”, the tolerance may be plus or minus<br />
the diameter <strong>of</strong> the bar. St<strong>and</strong>ard fabricating tolerances shall be in<br />
accordance with the CRSI Manual <strong>of</strong> St<strong>and</strong>ard Practice. No weight<br />
allowances will be made for tolerances.<br />
309<br />
D<br />
A<br />
Dimension %<br />
D<br />
A<br />
Dimension %<br />
D<br />
A<br />
509.06<br />
509.06 Approval <strong>of</strong> Placing. Before placing concrete, obtain the Engineer’s<br />
approval <strong>of</strong> reinforcing steel in place.<br />
509.07 Splicing. Splice reinforcement only as specified or determined by the<br />
Engineer. Splice spiral reinforcement by lapping 1 1/2 turns. Do not replace spiral<br />
reinforcement removed for a material sample if the sample is from the end <strong>of</strong> the<br />
spiral <strong>and</strong> less than or equal to 30 inches (0.8 m) long.<br />
Mechanical connectors shall be capable <strong>of</strong> developing 125 percent <strong>of</strong> the yield<br />
strength <strong>of</strong> the connected bars. The total slip <strong>of</strong> the bar within the splice sleeve <strong>of</strong><br />
the connector after loading in tension to 30.0 ksi (207 MPa) <strong>and</strong> relaxing to 3.0 ksi<br />
(21 MPa) shall not exceed the following measured displacements between gage<br />
points clear <strong>of</strong> the splice sleeve:<br />
A. For bar sizes up to No. 14: 0.01 in. (0.25 mm)<br />
B. For No. 18 bars: 0.03 in. (0.76 mm)<br />
Splice Nos. 14 <strong>and</strong> 18 (Nos. 45M <strong>and</strong> 55M) reinforcing steel bars with<br />
mechanical connectors.<br />
The <strong>Department</strong> will not permit lap splices for these size bars.<br />
Splice Nos. 14 <strong>and</strong> 18 (Nos. 45M <strong>and</strong> 55M) reinforcing steel bars with<br />
mechanical connectors. The <strong>Department</strong> will not permit lap splices for these size<br />
bars.<br />
Splice additional steel used to replace r<strong>and</strong>om samples as follows:
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