2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
513.01 ITEM 513 STRUCTURAL STEEL MEMBERS 513.01 Description 513.02 Fabricator Approval Procedure 513.03 Levels of Fabricator Qualification 513.04 General 513.05 Fabricator Documentation Responsibility 513.06 Shop Drawings 513.07 Levels 1 through 6, Pre-Fabrication Meeting 513.08 Materials 513.09 Material Control 513.10 Care of Material 513.11 Workmanship and Straightening 513.12 Finish 513.13 Stiffeners 513.14 Fillers 513.15 Horizontally Curved Beams and Girders 513.16 Joints and Splices 513.17 Pin Holes 513.18 Pins and Rollers 513.19 Holes for High-Strength and Bearing Bolts 513.20 High-Strength Steel Bolts, Nuts, and Washers 513.21 Welding 513.22 Stud Shear Connectors 513.23 Threads for Bolts and Pins 513.24 Shop Assembly 513.25 Nondestructive Testing 513.26 Shipping, Storage, and Erection 513.27 Shop Coating 513.28 Cleaning ASTM A 709/A 709M, Grade 50W (345W) Steel 513.29 Method of Measurement 513.30 Basis of Payment 513.01 Description. This work consists of preparing shop drawings, furnishing and fabricating structural steel members, nondestructive testing, fabricator performed quality control, documentation, cleaning, shop coating, and erecting structural steel and other structural metals. The work also includes any work required to move existing steel structures to the plan location, making necessary repairs and alterations, and connecting or joining new and old construction. The terms “main,” “secondary,” or “detail,” as referred to in Item 513, are defined as follows: “main” refers to material, members, and fasteners that are primarily stressed by live load and structure weight; “secondary” refers to material, members, and fasteners that do not directly support live load or main members; “detail” refers to essential non-structural material, members, and fasteners. 513.02 Fabricator Approval Procedure. Select fabricators that are listed by the Department before the Contract letting date as evaluated by the Office of Materials Management and pre-qualified according to Supplement 1078. 342
343 513.03 The Office of Materials Management may accept subletting of processes that require specialized machinery or knowledge. Submit written requests for subletting to the Office of Materials Management. The Office of Materials Management will determine if the process is uncommon and will evaluate the qualifications of the proposed sublet fabricator. The fabricator’s quality control staff shall witness and perform quality control of the sublet work. 513.03 Levels of Fabricator Qualification. There are eight levels of fabricator qualification. The Office of Materials Management will classify each fabricator at the highest level of fabrication it is qualified to perform. Level Description of Capabilities SF Standard fabricated members described and paid for as Item 516, 517, and 518 and detailed by standard bridge drawings. Material and fabrication acceptance by certification with random Department audits of the work and documentation. UF Unique fabricated members not covered by standard bridge drawings and not designed to carry tension live load. Examples include curb plates, bearings, expansion joints, railings, catwalk, inspection access, special drainage, or other products. Examples also include retrofit cross frames, retrofit gusset plates, retrofit lateral bracing, or other miscellaneous structural members not included in Levels 1 through 6. Quality assurance of shop drawings, material test reports, and inspection according to Item 513, UF Level. 1 Single span, straight, rolled beam bridges without stiffeners, Secondary and Detail materials designed to carry tension live loads such as retrofit moment plates. Case II Loading. Quality assurance of shop drawings, material test reports, and inspection according to Item 513, Levels 1 through 5. 2 Multiple span, straight, rolled beam bridges without stiffeners. Case II loading. Quality assurance of shop drawings, material test reports, and inspection according to Item 513, Levels 1 through 5. 3 Single or multiple span, straight, dog legged, or curved, rolled beam bridges including stiffeners. Case I or II Loading. Quality assurance of shop drawings, material test reports, and inspection according to Item 513, Levels 1 through 5. 4 Straight or bent welded plate girder bridges. Case I or II loading. Quality assurance of shop drawings, material test reports, and inspection according to Item 513, Levels 1 through 5. 5 Straight, curved, haunched, or tapered welded plate girder bridges. Case I or II loading. Quality assurance of shop drawings, material test reports, and inspection according to Item 513, Levels 1 through 5. 6 Truss bridges, fracture critical bridges, fracture critical members, or fracture critical components new or retrofitted. Case I or II loading. Quality assurance of shop drawings, material test reports, and inspection according to Item 513, Level 6. 513.04 General. Item 501 includes general information pertaining to structural steel fabrication and erection. Shop painting shall conform to Item 514. Perform all steel fabrication including the shop application of coatings in a prequalified structural steel fabricating shop consisting of adequately sized permanent
- 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.,
- Page 345 and 346: 339 512.08 applying the waterproofi
- Page 347: 341 512.09 512.09 Method of Measure
- Page 351 and 352: 345 513.05 513.05 Fabricator Docume
- Page 353 and 354: 347 513.12 before assembly. During
- Page 355 and 356: 349 513.18 for up to 5-inch (127 mm
- Page 357 and 358: TABLE 513.20-1M Bolt Size (mm) To d
- Page 359 and 360: TABLE 513.20-2M 353 513.20 Bolt Siz
- Page 361 and 362: 355 513.23 each workday, when weldi
- Page 363 and 364: 357 513.25 A. Radiographic Inspecti
- Page 365 and 366: 359 513.26 The fabrication quality
- Page 367 and 368: 361 513.30 The Department will not
- Page 369 and 370: 363 514.04 The quality control spec
- Page 371 and 372: 365 514.05 inspection identifies a
- Page 373 and 374: 367 514.07 continuously and uniform
- Page 375 and 376: 369 514.11 supporting 250 pounds (1
- Page 377 and 378: 371 514.13 1. For an automated blas
- Page 379 and 380: SW 846 Regulatory Concentration Ana
- Page 381 and 382: 375 514.17 Except for primer, mix p
- Page 383 and 384: 377 514.18 If mud cracking occurs,
- Page 385 and 386: 514.20 F. Measure other areas or re
- Page 387 and 388: 514.23 immediately before applying
- Page 389 and 390: Item Unit Description 514 Square Fo
- Page 391 and 392: 385 515.07 members, and all other i
- Page 393 and 394: 515.13 according to a method accept
- Page 395 and 396: 515.15 production. When using admix
- Page 397 and 398: 391 515.17 BEAM DIMENSIONAL TOLERAN
513.01<br />
ITEM 513 STRUCTURAL STEEL MEMBERS<br />
513.01 Description<br />
513.02 Fabricator Approval Procedure<br />
513.03 Levels <strong>of</strong> Fabricator Qualification<br />
513.04 General<br />
513.05 Fabricator Documentation Responsibility<br />
513.06 Shop Drawings<br />
513.07 Levels 1 through 6, Pre-Fabrication Meeting<br />
513.08 <strong>Material</strong>s<br />
513.09 <strong>Material</strong> Control<br />
513.10 Care <strong>of</strong> <strong>Material</strong><br />
513.11 Workmanship <strong>and</strong> Straightening<br />
513.12 Finish<br />
513.13 Stiffeners<br />
513.14 Fillers<br />
513.15 Horizontally Curved Beams <strong>and</strong> Girders<br />
513.16 Joints <strong>and</strong> Splices<br />
513.17 Pin Holes<br />
513.18 Pins <strong>and</strong> Rollers<br />
513.19 Holes for High-Strength <strong>and</strong> Bearing Bolts<br />
513.20 High-Strength Steel Bolts, Nuts, <strong>and</strong> Washers<br />
513.21 Welding<br />
513.22 Stud Shear Connectors<br />
513.23 Threads for Bolts <strong>and</strong> Pins<br />
513.24 Shop Assembly<br />
513.25 Nondestructive Testing<br />
513.26 Shipping, Storage, <strong>and</strong> Erection<br />
513.27 Shop Coating<br />
513.28 Cleaning ASTM A 709/A 709M, Grade 50W (345W) Steel<br />
513.29 Method <strong>of</strong> Measurement<br />
513.30 Basis <strong>of</strong> Payment<br />
513.01 Description. This work consists <strong>of</strong> preparing shop drawings,<br />
furnishing <strong>and</strong> fabricating structural steel members, nondestructive testing,<br />
fabricator performed quality control, documentation, cleaning, shop coating, <strong>and</strong><br />
erecting structural steel <strong>and</strong> other structural metals. The work also includes any<br />
work required to move existing steel structures to the plan location, making<br />
necessary repairs <strong>and</strong> alterations, <strong>and</strong> connecting or joining new <strong>and</strong> old<br />
construction.<br />
The terms “main,” “secondary,” or “detail,” as referred to in Item 513, are<br />
defined as follows: “main” refers to material, members, <strong>and</strong> fasteners that are<br />
primarily stressed by live load <strong>and</strong> structure weight; “secondary” refers to material,<br />
members, <strong>and</strong> fasteners that do not directly support live load or main members;<br />
“detail” refers to essential non-structural material, members, <strong>and</strong> fasteners.<br />
513.02 Fabricator Approval Procedure. Select fabricators that are listed by<br />
the <strong>Department</strong> before the Contract letting date as evaluated by the Office <strong>of</strong><br />
<strong>Material</strong>s Management <strong>and</strong> pre-qualified according to Supplement 1078.<br />
342
Change language