05.01.2013
•
Views
732.19 wire in breakaway anchors shall be commercially pure lead of thickness 0.030 to 0.042 inches (0.75 to 1.0 mm). 732.19 Cable and Wire. Furnish cable and wire meeting the requirements of Table 732.19-1 and rated at 600 volts with conductors of copper unless otherwise specified. Ensure that the cable or wire jacket is indelibly marked at intervals of not more than 6 feet (2 m) with nomenclature stating the size, the type, the organization specifying the type, and the manufacturer’s name or trademark. Furnish materials according to the Department’s Qualified Products List (QPL). 732.20 Power Service. Furnish risers for power service that are 1 to 1 1/2-inch (25 to 38 mm) diameter conduit and fittings according to 725.04 Furnish weatherheads that are threaded and made of aluminum or galvanized ferrous metal. Include a disconnect switch with enclosure. 732.21 Disconnect Switch with Enclosure. Ensure that the switch enclosure is a UL listed watertight lockable stainless steel NEMA Type 4 supplied with the conduit hubs listed on the enclosure UL label. Furnish an enclosure that contains as a minimum a single-throw, 2 pole, solid neutral, fused safety disconnect switch (or circuit breaker) UL listed as suitable for a service disconnect with a minimum capacity of 30-amperes at 240 VAC. Ensure that the unit can be padlocked in both the “ON” and “OFF” positions. Furnish materials according to the Department’s Qualified Products List (QPL). 732.22 Backplates. Furnish backplates constructed of wrought sheet aluminum, according to ASTM B 209 (B 209M), 6061-T6, .050 inch (1.3 mm) minimum thickness. Backplate base metal shall be anodized to maximize paint adhesion according to Mil-A-8625, Type II or Type I. Furnish backplates painted on both sides with at least two coats of flat black alkyd enamel paint or polyester powder coat (no epoxy) closely matching FED-STD-595b-37038. Furnish a backplate that extends 5 inches (125 mm) beyond the outside of the signal assembly on all sides. The overall outside shape of the installed backplate shall be rectangular. The backplate shall allow no gaps between the backplate and the signal head or between signal sections. A 2- inch (50 mm) wide continuous outside border of yellow or fluorescent yellow reflective sheeting shall be applied to the front face of the backplate. Reflective sheeting shall be Type H or J listed on the Department’s Qualified Products List. All assembly and mounting hardware shall be stainless steel conforming to 730.10. If used, machine nuts shall be thread-deforming or nylon locknuts. Rivets shall not be used for mounting the backplate to the signal head. A minimum of four mounting points shall be used on each signal section for attaching the backplate. Furnish all mounting hardware. 814
Cable or Wire Number of Conductors Signal Cable As specified Interconnect cable Interconnect cable, integral, messenger type Loop detector wire Loop detector lead-in cable Power cable Service cable Ground Wire Loop detector lead-in cable, direct burial Loop detector lead-in cable, Integral messenger type As specified Twisted pairs as specified As specified Twisted pairs as specified Single conductor Two conductor Two conductor Two conductor (duplex) Single conductor As specified As specified TABLE 732.19-1 CABLE AND WIRE Wire Specification Conductor Gage or type Type As specified IMSA 19-1 IMSA 20-1 Copper, color coded, stranded As specified IMSA 19-1 IMSA 20-1 Copper, color coded, stranded As specified RUS PE-39 IMSA 19-2 IMSA 20-2 Copper, color coded, solid As specified IMSA 19-3 IMSA 20-3 Copper, color coded, stranded As specified IMSA 19-4 IMSA 20-4 14 AWG IMSA 51-5 14 AWG IMSA 50-2 As specified As specified 12 or 14 AWG, or as specified 12 or 14 AWG, or as specified [1] Copper Conductors may be substituted UL: RHH/RHW/US E or XHHW, cross linked polyethylene w. an insulation thickness of 0.045 in(1.14 mm) (min.) UL: RHH/RHW/US E or XHHW, cross linked polyethylene IMSA 19-6 IMSA 20-6 IMSA 19-4 IMSA 20-4 815 Copper, color coded, solid Copper, stranded Copper, twisted pair, stranded, shielded Copper, stranded Aluminum, [1] twisted, stranded Copper, stranded Copper, stranded Copper, stranded Notes ANSI/ICEA Cable shall have: Solid insulations Full count color coding 8-mil shield 772 kHz attenuation compliance All other specifications are manufacturers option unless specified. Three-conductor cable may be specified. Permitted substitution: 2 (or 3) single conductor cable Minimum size is equal to the power or service cable, whichever is larger. 732.22
-
Page 1 and 2:
STATE OF OHIO DEPARTMENT OF TRANSPO
-
Page 3 and 4:
Table of Contents 100 General Provi
-
Page 5 and 6:
Item 613 Low Strength Mortar Backfi
-
Page 7 and 8:
100 GENERAL PROVISIONS 101 DEFINITI
-
Page 9 and 10:
3 101.02 FHWA Federal Highway Admin
-
Page 11 and 12:
TODS Tourist-Oriented Directional S
-
Page 13 and 14:
7 101.03 Contract Price. The amount
-
Page 15 and 16:
9 101.03 Right-of-Way. A general te
-
Page 17 and 18:
102 BIDDING REQUIREMENTS AND CONDIT
-
Page 19 and 20:
ENTITY SUBMITTING PROPOSAL REQUIRED
-
Page 21 and 22:
15 102.15 B. The Bidder fails to fu
-
Page 23 and 24:
104.02 Revisions to the Contract Do
-
Page 25 and 26:
19 104.03 Work. The adjustment will
-
Page 27 and 28:
21 104.05 Within seven (7) calendar
-
Page 29 and 30:
23 104.05 d. References to the appl
-
Page 31 and 32:
25 105.03 Work consists of repairs,
-
Page 33 and 34:
27 105.08 105.08 Cooperation Betwee
-
Page 35 and 36:
29 105.15 Maintain the previous cou
-
Page 37 and 38:
105.18 Under the regulations cited
-
Page 39 and 40:
33 106.03 request. Furnish the requ
-
Page 41 and 42:
C. Applications. 35 106.10 1. When
-
Page 43 and 44:
37 107.06 Such inspections will not
-
Page 45 and 46:
39 107.10 Section 4733-37-04, Measu
-
Page 47 and 48:
41 107.12 B. Contractor’s Use of
-
Page 49 and 50:
43 107.13 $5,000,000 and Each Occur
-
Page 51 and 52:
45 107.16 as authorized by Change O
-
Page 53 and 54:
47 107.19 beginning construction of
-
Page 55 and 56:
108.02 The Director will calculate
-
Page 57 and 58:
108.03 Items into component activit
-
Page 59 and 60:
53 108.06 request in writing to the
-
Page 61 and 62:
55 108.07 escalated labor and mater
-
Page 63 and 64:
57 108.10 108.10 Payroll Records. K
-
Page 65 and 66:
59 109.02 Thousand Board Feet, MBF
-
Page 67 and 68:
61 109.03 TABLE 109.02-2 SI (METRIC
-
Page 69 and 70:
1. Administration. 2. Superintenden
-
Page 71 and 72:
65 109.05 g. If materials are taken
-
Page 73 and 74:
67 109.05 charges. If the Contracto
-
Page 75 and 76:
69 109.05 However, compensation for
-
Page 77 and 78:
71 109.05 currently on the Project
-
Page 79 and 80:
73 109.05 wage, submit payroll and
-
Page 81 and 82:
c. Proof of escalated cost for labo
-
Page 83 and 84:
77 109.05 overhead provided the cri
-
Page 85 and 86:
79 109.06 If the original material
-
Page 87 and 88:
81 109.12 complete. Final Inspectio
-
Page 89 and 90:
200 EARTHWORK ITEM 201 CLEARING AND
-
Page 91 and 92:
202.01 Description 202.02 General C
-
Page 93 and 94:
87 202.04 Where alteration of an ex
-
Page 95 and 96:
89 202.08 ground surface. Break up
-
Page 97 and 98:
91 202.14 removal or excavation, an
-
Page 99 and 100:
93 203.03 F. Excavation. The excava
-
Page 101 and 102:
95 203.04 c. Perform the tests on e
-
Page 103 and 104:
97 203.06 granular material in a un
-
Page 105 and 106:
99 203.07 6. Construct the other em
-
Page 107 and 108:
101 203.09 the bottom of the ditch,
-
Page 109 and 110:
103 203.10 If during excavation the
-
Page 111 and 112:
105 204.03 Furnish geotextile fabri
-
Page 113 and 114:
107 204.07 Operate equipment at a s
-
Page 115 and 116:
ITEM 205 CHEMICALLY STABILIZED EMBA
-
Page 117 and 118:
111 205.06 205.06 Method of Measure
-
Page 119 and 120:
206.05 1. Cement or Lime Kiln Dust.
-
Page 121 and 122:
115 206.06 Cover the completed chem
-
Page 123 and 124:
117 207.03 with construction seed a
-
Page 125 and 126:
119 207.04 advance of needing them.
-
Page 127 and 128:
The Department will measure Inlet P
-
Page 129 and 130:
123 208.02 208.02 Regulations on th
-
Page 131 and 132:
125 208.07 E. Maintain a stemming d
-
Page 133 and 134:
208.09 During the 5-minute delay, t
-
Page 135 and 136:
129 208.10 S. Use the same diameter
-
Page 137 and 138:
131 208.14 208.14 Pre-Blast Conditi
-
Page 139 and 140:
133 208.17 B. The airblast and nois
-
Page 141 and 142:
135 208.21 B. Report of Loss. If a
-
Page 143 and 144:
137 209.01 209.01 Description. This
-
Page 145 and 146:
250 PAVEMENT REPAIRS ITEM 251 PARTI
-
Page 147 and 148:
141 252.05 If the Contract does not
-
Page 149 and 150:
Item Unit Description 253 Square Ya
-
Page 151 and 152:
255.10 Basis of Payment 145 255.01
-
Page 153 and 154:
147 255.07 Apply the liquid membran
-
Page 155 and 156:
149 256.03 256.03 Equipment. Use a
-
Page 157 and 158:
151 256.10 irrespective of the dept
-
Page 159 and 160:
153 257.05 of the pavement is unifo
-
Page 161 and 162:
155 258.03 the 1/2 -inch (12.5 mm)
-
Page 163 and 164:
300 BASES ITEM 301 ASPHALT CONCRETE
-
Page 165 and 166:
159 302.02 The Contractor may use r
-
Page 167 and 168:
161 304.03 304.03 Before Spreading.
-
Page 169 and 170:
163 304.08 Where variable depth is
-
Page 171 and 172:
165 320.04 If using a resonant freq
-
Page 173 and 174:
167 321.04 quality by cracking at l
-
Page 175 and 176:
169 401.02 401.02 Mix Design and Qu
-
Page 177 and 178:
Asphalt Mix Application Heavy Traff
-
Page 179 and 180:
173 401.05 Test blended RAP stockpi
-
Page 181 and 182:
175 401.11 401.11 Hauling. Use truc
-
Page 183 and 184:
TABLE 401.13-3 PNEUMATIC TIRE ROLLE
-
Page 185 and 186:
179 401.16 lighting at the beginnin
-
Page 187 and 188:
401.18 Form hot longitudinal joints
-
Page 189 and 190:
TABLE 401.21 Aggregate lb/yd 3 (kg/
-
Page 191 and 192:
185 402.06 402.06 Calibration. Cali
-
Page 193 and 194:
187 403.01 project use on non-ODOT
-
Page 195 and 196:
189 403.03 D. Copies of worksheets,
-
Page 197 and 198:
191 403.06 A. Sampling. The Departm
-
Page 199 and 200:
193 403.06 District lab on its own
-
Page 201 and 202:
195 403.07 the acceptance. While wo
-
Page 203 and 204:
197 403.08 Table 403.08-1, but fall
-
Page 205 and 206:
199 407.06 407.06 Application of As
-
Page 207 and 208:
201 408.08 rate of application, tem
-
Page 209 and 210:
203 409.05 409.05 Basis of Payment.
-
Page 211 and 212:
ITEM 411 STABILIZED CRUSHED AGGREGA
-
Page 213 and 214:
207 421.02 Ensure that the Binder h
-
Page 215 and 216:
A. Source of each individual materi
-
Page 217 and 218:
211 421.10 If the microsurfacing is
-
Page 219 and 220:
Item Unit Description 421 Square Ya
-
Page 221 and 222:
215 422.04 oversized material, revo
-
Page 223 and 224:
422.09 Before rolling, correct defi
-
Page 225 and 226:
Reject aggregate that does not meet
-
Page 227 and 228:
422 Square Yard Double Chip Seal (S
-
Page 229 and 230:
223 423.08 or spalling. Do not seal
-
Page 231 and 232:
225 424.04 submittal. For medium mi
-
Page 233 and 234:
227 441.02 If the F/A ratio using t
-
Page 235 and 236:
TABLE 441.02-1 (CONTINUED) Course T
-
Page 237 and 238:
TABLE 441.02-1 (CONTINUED) Course T
-
Page 239 and 240:
233 441.06 Limit adjustments of the
-
Page 241 and 242:
235 441.09 When the F-T value is sp
-
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 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
-
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 and 348:
341 512.09 512.09 Method of Measure
-
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
-
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
-
Page 399 and 400:
393 515.20 support locations. Durin
-
Page 401 and 402:
395 516.04 516.03 Coating. Coat exp
-
Page 403 and 404:
397 516.09 feet (meters) horizontal
-
Page 405 and 406:
Scuppers, structural steel and cast
-
Page 407 and 408:
401 518.10 518.10 Basis of Payment.
-
Page 409 and 410:
519.08 columns, the Department will
-
Page 411 and 412:
405 520.05 and two times the weight
-
Page 413 and 414:
407 520.11 520.11 Inspection and Te
-
Page 415 and 416:
Concrete footings will be paid for
-
Page 417 and 418:
411 524.02 plan requirements, with
-
Page 419 and 420:
413 524.05 groundwater must be cont
-
Page 421 and 422:
415 524.08 Determine density, visco
-
Page 423 and 424:
417 524.13 parts, do not allow thes
-
Page 425 and 426:
ITEM 526 APPROACH SLABS 526.01 Desc
-
Page 427 and 428:
600 INCIDENTALS ITEM 601 SLOPE AND
-
Page 429 and 430:
423 601.05 Stretchers are bags plac
-
Page 431 and 432:
425 601.12 mm) wide at the surface;
-
Page 433 and 434:
427 602.03 602.03 Construction Requ
-
Page 435 and 436:
Soil and granular embankment ......
-
Page 437 and 438:
paved invert ......................
-
Page 439 and 440:
Polyvinyl chloride sanitary pipe ..
-
Page 441 and 442:
435 603.05 place with approval from
-
Page 443 and 444:
437 603.08 cut end at an interior j
-
Page 445 and 446:
439 603.09 c. If resilient and flex
-
Page 447 and 448:
441 603.11 1. In a cut situation, p
-
Page 449 and 450:
603 Foot (Meter) ___" (___ mm) Cond
-
Page 451 and 452:
604.02 Use removed or excavated mat
-
Page 453 and 454:
447 604.07 mm). Ensure that the str
-
Page 455 and 456:
449 605.03 If the size of the under
-
Page 457 and 458:
605.07 Construct the underdrains ou
-
Page 459 and 460:
453 606.04 Space Type 5A guardrail
-
Page 461 and 462:
607.05 Horizontal Deflection 607.06
-
Page 463 and 464:
457 607.10 607.10 Basis of Payment.
-
Page 465 and 466:
608.09 The Department will measure
-
Page 467 and 468:
461 609.04 portions of adjacent sec
-
Page 469 and 470:
463 609.07 Where medians and traffi
-
Page 471 and 472:
465 610.04 Use metal sheets with a
-
Page 473 and 474:
467 610.09 610.09 Basis of Payment.
-
Page 475 and 476:
469 613.06 The Contractor may use f
-
Page 477 and 478:
614.03 B. When the highway under co
-
Page 479 and 480:
473 614.06 614.055 Surface Conditio
-
Page 481 and 482:
475 614.11 A. Acceptability and Exp
-
Page 483 and 484:
614.11 Apply Class I work zone mark
-
Page 485 and 486:
479 614.11 passing zone and places
-
Page 487 and 488:
481 614.12 approximately 4 inches (
-
Page 489 and 490:
Line Type Normal Spacing Feet (Mete
-
Page 491 and 492:
B. Work zone signal, pole, or contr
-
Page 493 and 494:
615.05 specified in Item 606, excep
-
Page 495 and 496:
489 616.01 616.01 Description. This
-
Page 497 and 498:
TABLE 617.06-1 Material Conversion
-
Page 499 and 500:
493 619.02 Furnish neat, sanitary,
-
Page 501 and 502:
495 620.03 620.03 Layout. Lay out a
-
Page 503 and 504:
497 621.05 When a casting is insert
-
Page 505 and 506:
499 621.10 The Department will meas
-
Page 507 and 508:
622.09 622.09 Basis of Payment. The
-
Page 509 and 510:
624.03 Method of Measurement 624.04
-
Page 511 and 512:
505 625.01 625.01 Description. This
-
Page 513 and 514:
625.10 Ensure that the grounding co
-
Page 515 and 516:
509 625.13 grounding conductor that
-
Page 517 and 518:
511 625.16 625.16 Grounding. Connec
-
Page 519 and 520:
513 625.19 Measure the earth resist
-
Page 521 and 522:
Pull boxes include the aggregate fo
-
Page 523 and 524:
517 625.23 except for a power servi
-
Page 525 and 526:
519 626.04 The Contractor may vary
-
Page 527 and 528:
Concrete, Class C..................
-
Page 529 and 530:
523 630.04 panels to achieve the si
-
Page 531 and 532:
525 630.06 galvanize steel structur
-
Page 533 and 534:
527 630.07 Provide for the attachme
-
Page 535 and 536:
Remove temporary overlay signs so a
-
Page 537 and 538:
630.15 The Department will measure
-
Page 539 and 540:
631.08 Controls 631.09 Electrical S
-
Page 541 and 542:
535 631.07 install the nipple. Ensu
-
Page 543 and 544:
Item Unit Description 631 Each Sign
-
Page 545 and 546:
539 632.04 Ensure that major items
-
Page 547 and 548:
541 632.06 Upon acceptance of the p
-
Page 549 and 550:
543 632.15 against undisturbed soil
-
Page 551 and 552:
545 632.23 Support cables installed
-
Page 553 and 554:
547 632.28 complete test records, t
-
Page 555 and 556:
549 632.30 include excavation, dewa
-
Page 557 and 558:
632 Each Power Service 632 Each Cov
-
Page 559 and 560:
553 633.07 1. Furnish a certified t
-
Page 561 and 562:
555 633.15 and software, in one or
-
Page 563 and 564:
557 633.17 5. A minimum of three ti
-
Page 565 and 566:
559 633.18 potential modifications
-
Page 567 and 568:
633 Each Controller, Master, Traffi
-
Page 569 and 570:
563 638.03 The metric equivalent pi
-
Page 571 and 572:
565 638.07 L. Thrust Blocking. Furn
-
Page 573 and 574:
567 638.13 Install valve boxes on a
-
Page 575 and 576:
569 638.16 it to the extended branc
-
Page 577 and 578:
571 638.20 638 Foot (Meter) ___ inc
-
Page 579 and 580:
573 641.03 641.03 General. Apply li
-
Page 581 and 582:
575 641.05 At the end of the projec
-
Page 583 and 584:
577 641.10 communication between th
-
Page 585 and 586:
Keep the paint thoroughly mixed dur
-
Page 587 and 588:
ITEM 643 POLYESTER PAVEMENT MARKING
-
Page 589 and 590:
583 643.05 643.05 Basis of Payment.
-
Page 591 and 592:
644.04 Ensure that the applicator p
-
Page 593 and 594:
644 Foot or Square Foot Removal of
-
Page 595 and 596:
646.07 Basis of Payment 589 646.01
-
Page 597 and 598:
591 646.04 Perform operations in su
-
Page 599 and 600:
B. The marking has cyclical soft sp
-
Page 601 and 602:
595 647.05 process of material appl
-
Page 603 and 604:
597 652.04 652.04 Basis of Payment.
-
Page 605 and 606:
599 656.02 prunings, rubbish, stump
-
Page 607 and 608:
601 657.07 657.07 Pipe Drains. Drai
-
Page 609 and 610:
659.18 Maintenance 659.19 Mowing 65
-
Page 611 and 612:
605 659.04 with the Liquid Lime man
-
Page 613 and 614:
C. A statement of the purity and ge
-
Page 615 and 616:
Weight per Area Mix Type lb kg Clas
-
Page 617 and 618:
611 659.11 659.11 Placing Topsoil.
-
Page 619 and 620:
659.17 may also mix the grass seed
-
Page 621 and 622:
615 660.01 The Department will pay
-
Page 623 and 624:
617 664.05 Immediately before placi
-
Page 625 and 626:
619 661.03 current edition of the A
-
Page 627 and 628:
Locate Seedlings, Groundcovers, Vin
-
Page 629 and 630:
623 662.02 662.02 Watering. Furnish
-
Page 631 and 632:
670.05 Method of Measurement 670.06
-
Page 633 and 634:
627 671.04 4. Place upgrade slots a
-
Page 635 and 636:
700 MATERIAL DETAILS 700 MINIMUM RE
-
Page 637 and 638:
631 700.00 Spec No. Material Materi
-
Page 639 and 640:
633 700.00 Spec No. Material Materi
-
Page 641 and 642:
635 700.00 Spec No. Material Materi
-
Page 643 and 644:
637 700.00 Spec No. Material Materi
-
Page 645 and 646:
639 700.00 Spec No. Material Materi
-
Page 647 and 648:
641 700.00 Spec No. Material Materi
-
Page 649 and 650:
643 700.00 Spec No. Material Materi
-
Page 651 and 652:
645 700.00 Spec No. Material Materi
-
Page 653 and 654:
647 700.00 Spec No. Material Materi
-
Page 655 and 656:
649 700.00 Spec No. Material Materi
-
Page 657 and 658:
651 700.00 Spec No. Material Materi
-
Page 659 and 660:
653 700.00 Spec No. Material Materi
-
Page 661 and 662:
655 700.00 Spec No. Material Materi
-
Page 663 and 664:
657 700.00 Spec No. Material Materi
-
Page 665 and 666:
702 ASPHALT MATERIAL 702.00 Accepta
-
Page 667 and 668:
661 702.01 the asphalt concrete mix
-
Page 669 and 670:
663 702.06 702.06 Asphalt for Water
-
Page 671 and 672:
Penetration @ 77 °F (25 °C)., 100
-
Page 673 and 674:
Length, ...........................
-
Page 675 and 676:
Sodium sulfate soundness test, 5 cy
-
Page 677 and 678:
671 703.01
-
Page 679 and 680:
2. Physical properties. Percent of
-
Page 681 and 682:
Deleterious substances shall not ex
-
Page 683 and 684:
703.07 Mineral Filler. 677 703.07 A
-
Page 685 and 686:
B. Structural Backfill Type 2. 679
-
Page 687 and 688:
681 703.14 moisture. Ensure that th
-
Page 689 and 690:
683 703.1� 2. When using BOF or E
-
Page 691 and 692:
A. Furnish CCS, crushed gravel, cru
-
Page 693 and 694:
Furnish materials for Item 617 acco
-
Page 695 and 696:
689 704.01 2. Type B material has a
-
Page 697 and 698:
691 705.10 Furnish materials accord
-
Page 699 and 700:
Test Description Bond Strength (dry
-
Page 701 and 702:
1. Ensure that the material meets t
-
Page 703 and 704:
697 705.24 Furnish the test data, a
-
Page 705 and 706:
3. 1 Pint non-absorbent container 4
-
Page 707 and 708:
6.3 Provide aggregate conforming to
-
Page 709 and 710:
Illustrative Example of S-Stirrup S
-
Page 711 and 712:
705 706.02 2. When it has been esta
-
Page 713 and 714:
0.3 mm Crack D-Load 65.0 Ultimate S
-
Page 715 and 716:
0.01-inch Crack D-Load 3000 Ultimat
-
Page 717 and 718:
711 706.03 with elliptical reinforc
-
Page 719 and 720:
706.05 class. Ensure that the marki
-
Page 721 and 722:
706.05 1. All structural design acc
-
Page 723 and 724:
717 706.05 handling strengths, then
-
Page 725 and 726:
719 706.05 The manufacturer may be
-
Page 727 and 728:
721 706.05 The spacing center-to-ce
-
Page 729 and 730:
723 706.06 12.0 Make repairs accord
-
Page 731 and 732:
725 706.12 Furnish materials accord
-
Page 733 and 734:
727 707.01 8.1.2. Ensure that the m
-
Page 735 and 736:
729 707.02 annular corrugation that
-
Page 737 and 738:
731 707.10 707.10 Square and Rectan
-
Page 739 and 740:
733 707.13 9.3 A bell and spigot jo
-
Page 741 and 742:
197M. Pipe Pipe-Arch Diameter Wall
-
Page 743 and 744:
737 707.25 7.5.1 Reroll the ends of
-
Page 745 and 746:
739 707.41 7.4 When tested in accor
-
Page 747 and 748:
9.1 Perform inspection at the proje
-
Page 749 and 750:
743 708.02 g. Pot life. SSPC-Paint
-
Page 751 and 752:
745 708.02 36M hot rolled steel. Bl
-
Page 753 and 754:
747 709.01 775, Section 11, permiss
-
Page 755 and 756:
749 710.01 in round column and dril
-
Page 757 and 758:
751 710.03 TABLE 710.03-1 STEEL POS
-
Page 759 and 760:
753 710.03 plunger bar of the latch
-
Page 761 and 762:
710.12 Furnish steel line posts acc
-
Page 763 and 764:
757 711.04 ASTM A 328/A 328M. Furni
-
Page 765 and 766:
759 711.13 17 Ship test bars with t
-
Page 767 and 768:
761 711.23 18.7.4.5, and 18.10.3. I
-
Page 769 and 770:
763 711.27 Air-dry or kiln-dry timb
-
Page 771 and 772:
Total calcium and magnesium oxides
-
Page 773 and 774:
Type A: Underdrains and Slope Drain
-
Page 775 and 776:
769 712.11 5. A netting weight of a
-
Page 777 and 778:
771 712.11 2. Excelsior cut from wo
-
Page 779 and 780:
773 721.02 Furnish materials accord
-
Page 781 and 782:
775 725.07 725.07 Plastic Pull Boxe
-
Page 783 and 784:
TABLE 725. 11-3 ANSI WATTS Horizont
-
Page 785 and 786:
779 725.11 Ensure that the luminair
-
Page 787 and 788:
781 725.15 Ensure that the box and
-
Page 789 and 790:
783 725.19 E. Photoelectric Cell. E
-
Page 791 and 792:
785 725.21 Luminaires and Traffic S
-
Page 793 and 794:
787 725.21 and bears easily found a
-
Page 795 and 796:
789 725.21 designed to develop a co
-
Page 797 and 798:
730.01 which has been drilled and t
-
Page 799 and 800:
793 730.05 730.05 Handhole Covers.
-
Page 801 and 802:
795 730.19 730.192 Reflective Sheet
-
Page 803 and 804:
797 731.07 60 times per minute with
-
Page 805 and 806:
Furnish a visor with each signal se
-
Page 807 and 808:
801 732.04 percent humidity. Operat
-
Page 809 and 810:
803 732.04 q. The module shall be d
-
Page 811 and 812:
805 732.04 period of 60 months, ove
-
Page 813 and 814:
807 732.05 The LED signal lamp unit
-
Page 815 and 816:
809 732.06 Furnish materials accord
-
Page 817 and 818:
811 732.08 B. NEMA TS-2. Furnish lo
-
Page 819:
813 732.15 expanding or screw type
-
Page 823 and 824:
817 733.02 1. NEMA 8 phase, dual ri
-
Page 825 and 826:
733.03 Model 2070-3B Front Panel, D
-
Page 827 and 828:
821 733.03 hardware and equipment f
-
Page 829 and 830:
823 733.03 withstand a peak current
-
Page 831 and 832:
825 733.03 l. Terminal Blocks. Furn
-
Page 833 and 834:
827 733.03 (7) Furnish loop detecto
-
Page 835 and 836:
829 733.03 c. Install red monitor c
-
Page 837 and 838:
light to display. 831 733.03 (c) En
-
Page 839 and 840:
733.03 circuits, yellow timing, mul
-
Page 841 and 842:
733.03 (h) MULT IND. Illuminates wh
-
Page 843 and 844:
837 733.03 Watchdog Timer, 24VDC, C
-
Page 845 and 846:
(l) Event logs 839 733.03 (5) Furni
-
Page 847 and 848:
733.05 A. Cabinet Riser for NEMA Ca
-
Page 849 and 850:
843 733.06 b. Time of day/day of we
-
Page 851 and 852:
3. Modem 4. Printer 5. Accessory It
-
Page 853 and 854:
847 740.01 Furnish two (2) sets of
-
Page 855 and 856:
849 740.03 Minimum Maximum 1. Consi
-
Page 857 and 858:
H. Color. 851 740.05 Minimum Maximu
-
Page 859 and 860:
853 740.08 Allow samples to cure at
-
Page 861 and 862:
855 748.00 Roundness (Percent by We
-
Page 863 and 864:
Pipe Diameter Wall Thickness Wall T
-
Page 865 and 866:
859 748.15 or threads. Furnish nozz
-
Page 867 and 868:
Award, 5, 16 Cancellation of, 16 Of
-
Page 869 and 870:
Clearances, reinforcing steel, 307
-
Page 871 and 872:
Control of work, 24 Controller (see
-
Page 873 and 874:
Retaining walls, 466 Execution of c
-
Page 875 and 876:
81, 82, 582, 593 Authority and duti
-
Page 877 and 878:
NEMA TS-2, 805, 811, 816, 818, 819,
-
Page 879 and 880:
Metallic coated, 727, 730 Metric eq
-
Page 881 and 882:
Contents, 11 Delivery of, 14 Guaran
-
Page 883 and 884:
691 Sheet piling left in place Mate
-
Page 885 and 886:
Screw threads, 355 Sheet piling, 75
-
Page 887 and 888:
Pedestrian signal lamps, 800 Perfor
-
Page 889:
Working drawings, plans and, 24 Wor
Change language