2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
501.06 members. contract. e. Do not field weld temporary members to permanent steel f. Maintain temporary horizontal and vertical clearances per 6. Placing or moving equipment having a gross weight in excess of 60,000 pounds (27,000 kg) on or across a structure as follows: a. Do not allow equipment having a gross weight in excess of the posted limit to be placed on or driven across a structure. b. Do not allow erection and construction methods, or use or move erection or construction equipment on or across the uncompleted or completed structure, to subject any part of the structure to unit stresses that exceed by more than one-third the allowable unit stresses, as given in AASHTO STANDARD SPECIFICATIONS. 7. Structures for maintaining traffic in accordance with Item 502. a. For structures located over or within 14 feet of railroad tracks, submit plans in accordance with 501.05.A. b. Perform work per 501.05.B.6. C. Welded Attachments. Prepare and provide a detailed request showing weld size, length, type and location for welding permanent or temporary attachments to main structural members not shown or permitted by contract. Submit request to the Office of Structural Engineering for acceptance at least 20 days before construction begins. Perform work per 501.05.B.6 and 513. D. Corrective Work. Unless otherwise noted, before performing corrective work on structure items, 507,511,513,515,516,517 and 524,prepare a Corrective Work Plan (CWP) including supporting calculations. Submit three copies of the CWP to the Engineer for acceptance at least 30 days before construction begins. Have an Ohio Registered Engineer prepare, sign, seal and date each CWP. Obtain Department acceptance before beginning corrective work. Perform all work in accordance with the accepted CWP. Immediately cease all operations that deviated from the accepted CWP. If a deviation is necessary, furnish the Engineer three copies of a revised CWP. The revised CWP shall be signed, sealed and dated by an Ohio Registered Engineer. Obtain Department acceptance of revised CWP prior to performing corrective work. Perform all corrective work, including the preparation of the CWP and revisions at no expense to the Department. The Contractor shall reimburse the Department for all CWP review costs of the Designer of Record. The Department will consider delays resulting from all corrective work as non-excusable in accordance with 108.06E. 501.06 Test Reports. A. Contractor Acceptance of Materials for Item 513. Submit certified test data to the Director showing compliance with the requirements of Item 711. 288
289 502.01 Accompany all certified test data with copies of mill shipping notices or invoices showing the quantity and size of material being accepted. Check this material data and provide a letter of written acceptance. Submit the material data and letter of written acceptance to the Director so that the Director receives them at least 7 days before final shop inspection Item 513, Levels 1 through 6 or before final shop inspection Item 513, UF Level. Submit a single copy of this material data for each structure, except where the structure carries railway traffic. Submit one additional copy to each railway company involved. Additionally for Item 513, Levels 1 through 6 structural steel members, submit one copy of main material, certified test data with a letter documenting the QCFS acceptance to the QA shop inspector before the material passes check point one. The Department will not accept materials for final inspection at the fabrication shop until the Director receives the Contractor accepted material data. B. Fabricator Certification of Materials for Items 516, 517, and 518. Ensure that a letter of certification accompanies the fabricated material shipped to the job site, in a format approved by the Director, stating all materials conform to contract requirements. For these materials, the fabricator must retain certified test data, copies of mill shipping notices, or invoices showing the quantity and size of material being accepted. This data shall provide complete traceability to the producing mill and proof of domestic origin, as required by ORC 153.011. Do not deliver materials to the project without the certification letter. ITEM 502 STRUCTURES FOR MAINTAINING TRAFFIC 502.01 Description 502.02 Design and Construction 502.03 Maintenance 502.04 Removal 502.05 Basis of Payment 502.01 Description. This work consists of preparing plans, providing, maintaining, and subsequently removing temporary structures. 502.02 Design and Construction. As a minimum, design the temporary structure for a 5-year flood or with 75 percent of the effective waterway opening of the proposed structure. The Contractor is responsible for any damages caused by upstream flooding due to insufficient temporary structure size or the accumulation of debris or sediment in the channel. Provide a clear roadway width of at least 23 feet (7.0 m) measured from face to face of guardrails. If the existing structure or approaches or both have sidewalks provide at least one sidewalk at least 5 feet (1.2 m) wide with adequate connections to existing walks and in compliance with accessibility standards.
- Page 243 and 244: 237 441.11 holding a Level 3 Asphal
- Page 245 and 246: TABLE 442.02-1 GYRATION LEVEL AND M
- Page 247 and 248: 241 442.06 442.06 Compaction. Cease
- Page 249 and 250: TABLE 443.03-2 MIX PROPERTIES 243 4
- Page 251 and 252: 2. Shot content (ASTM C612) Passing
- Page 253 and 254: 446.01 Description 446.02 JMF Field
- Page 255 and 256: 249 446.05 Fill core holes by the n
- Page 257 and 258: 448.01 Description 448.02 JMF Field
- Page 259 and 260: 450 RIGID PAVEMENT ITEM 451 REINFOR
- Page 261 and 262: 255 451.04 track speed, and the fre
- 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
- Page 269 and 270: 263 451.15 self propelled machines
- Page 271 and 272: 265 451.18 When zones of deficient
- Page 273 and 274: 267 452.04 directs in writing. The
- Page 275 and 276: 269 499.03 C. Concrete Classes. Usi
- Page 277 and 278: TABLE 499.03-4 CLASS HP CONCRETE 27
- Page 279 and 280: 273 499.04 However, do not change t
- Page 281 and 282: TABLE 499.04-2 OPTION 2 CONCRETE (C
- Page 283 and 284: 277 499.06 rigid pavement removal a
- Page 285 and 286: TABLE 499.08-1 EVERY BATCH TICKET N
- Page 287 and 288: 281 499.09 When approved by the Eng
- 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: 287 501.05 ii. Erection sequence fo
- Page 297 and 298: 291 503.01 503.01 Description. This
- Page 299 and 300: 293 503.08 503.08 Backfill. Backfil
- Page 301 and 302: 295 504.01 provide the minimum cove
- 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
- Page 311 and 312: 305 508.03 To compensate for falsew
- Page 313 and 314: 509.09 Epoxy Coated Reinforcing Ste
- Page 315 and 316: TABLE 509.05-1M STANDARD BENDS Dime
- Page 317 and 318: 311 509.10 If repair is required, c
- Page 319 and 320: 511.03 Proportions 511.04 Mix Optio
- Page 321 and 322: 511.09 511.09 Slump. Within the slu
- Page 323 and 324: FIGURE 1 ACI 308-81 511.11 Slipform
- Page 325 and 326: 319 511.13 of principal stress and
- Page 327 and 328: 321 511.16 from 50 to 100 °F (10 t
- Page 329 and 330: 323 511.19 corners or edges, and ot
- 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.,
501.06<br />
members.<br />
contract.<br />
e. Do not field weld temporary members to permanent steel<br />
f. Maintain temporary horizontal <strong>and</strong> vertical clearances per<br />
6. Placing or moving equipment having a gross weight in excess <strong>of</strong><br />
60,000 pounds (27,000 kg) on or across a structure as follows:<br />
a. Do not allow equipment having a gross weight in excess <strong>of</strong> the<br />
posted limit to be placed on or driven across a structure.<br />
b. Do not allow erection <strong>and</strong> construction methods, or use or move<br />
erection or construction equipment on or across the uncompleted or completed<br />
structure, to subject any part <strong>of</strong> the structure to unit stresses that exceed by more<br />
than one-third the allowable unit stresses, as given in AASHTO STANDARD<br />
SPECIFICATIONS.<br />
7. Structures for maintaining traffic in accordance with Item 502.<br />
a. For structures located over or within 14 feet <strong>of</strong> railroad tracks,<br />
submit plans in accordance with 501.05.A.<br />
b. Perform work per 501.05.B.6.<br />
C. Welded Attachments. Prepare <strong>and</strong> provide a detailed request showing weld<br />
size, length, type <strong>and</strong> location for welding permanent or temporary attachments to<br />
main structural members not shown or permitted by contract. Submit request to the<br />
Office <strong>of</strong> Structural Engineering for acceptance at least 20 days before<br />
construction begins. Perform work per 501.05.B.6 <strong>and</strong> 513.<br />
D. Corrective Work. Unless otherwise noted, before performing corrective<br />
work on structure items, 507,511,513,515,516,517 <strong>and</strong> 524,prepare a Corrective<br />
Work Plan (CWP) including supporting calculations. Submit three copies <strong>of</strong> the<br />
CWP to the Engineer for acceptance at least 30 days before construction begins.<br />
Have an <strong>Ohio</strong> Registered Engineer prepare, sign, seal <strong>and</strong> date each CWP. Obtain<br />
<strong>Department</strong> acceptance before beginning corrective work.<br />
Perform all work in accordance with the accepted CWP. Immediately cease all<br />
operations that deviated from the accepted CWP. If a deviation is necessary,<br />
furnish the Engineer three copies <strong>of</strong> a revised CWP. The revised CWP shall be<br />
signed, sealed <strong>and</strong> dated by an <strong>Ohio</strong> Registered Engineer. Obtain <strong>Department</strong><br />
acceptance <strong>of</strong> revised CWP prior to performing corrective work.<br />
Perform all corrective work, including the preparation <strong>of</strong> the CWP <strong>and</strong> revisions<br />
at no expense to the <strong>Department</strong>. The Contractor shall reimburse the <strong>Department</strong><br />
for all CWP review costs <strong>of</strong> the Designer <strong>of</strong> Record. The <strong>Department</strong> will consider<br />
delays resulting from all corrective work as non-excusable in accordance with<br />
108.06E.<br />
501.06 Test Reports.<br />
A. Contractor Acceptance <strong>of</strong> <strong>Material</strong>s for Item 513. Submit certified test<br />
data to the Director showing compliance with the requirements <strong>of</strong> Item 711.<br />
288