2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
524.14 524.14 Construction Tolerances. For shafts supporting single columns, position the drilled shaft within 3 inches (75 mm) of the plan location in the horizontal plane at the plan elevation for the top of the shaft. For shafts supporting footings, position the center within 6 inches (150 mm) of the plan location. Do not allow the vertical alignment of the shaft to vary from the required alignment by more than 1/4 inch per foot (21 mm/m) of depth. Construct the supported elements at the plan location. Perform all corrections required to construct the supported elements. 524.15 Inspection Records. Provide all necessary equipment and labor needed to obtain measurements for completing the Inspection Records. Obtain measurements before placing concrete. 524.16 Method of Measurement. The Department will measure Drilled Shafts by the number of feet (meters), measured along the axis of the drilled shaft from the required bottom elevation of the shaft to the proposed top plan elevation. The Department will not measure the length of reinforcing steel projecting from the drilled shaft into the pier column or the footing supported on Drilled Shafts as shown on the plans. If the drilled shaft extends into the bedrock, The Department will divide the total length of each drilled shaft into two segments. The length of the lower segment is the length of the bedrock socket, and the length of the upper segment is the length of the drilled shaft above the bedrock socket. If a steel casing extending down to bedrock is used, the Department will measure the bedrock socket from the bottom of the casing to the bottom of the drilled bedrock excavation. If the Engineer is assured that a portion of the metal casing is embedded in solid bedrock, and upon the Engineer’s concurrence, the Department may include the embedded distance as a part of the bedrock socket. 524.17 Basis of Payment. Payment is full compensation for performing required excavation; furnishing and placing steel casings; furnishing and placing reinforcing steel and concrete by free fall, pumping, or tremie method; removing casings; casings left in place; supplying equipment and performing slurry testing; supplying and disposing of slurry; and disposing excess excavated material. The Department will not pay for the cost of performing slurry tests before concreting. The Department will not make separate payment for the trial holes. The Department will not pay for corrections required to construct the supported elements. The Department will pay for accepted quantities at the contract prices as follows: Item Unit Description 524 Foot (Meter) Drilled Shafts, ___" (___ mm) Diameter, above Bedrock 524 Foot (Meter) Drilled Shafts, ___" (___ mm) Diameter, into Bedrock 524 Foot (Meter) Drilled Shafts, ___" (___ mm) Diameter 418
ITEM 526 APPROACH SLABS 526.01 Description 526.02 Materials 526.03 Forming and Placing Reinforcing Steel 526.04 Placing and Sampling Concrete 526.05 Finishing and Curing 526.06 Side Curbs 526.07 Method of Measurement 526.08 Basis of Payment 419 526.01 526.01 Description. This work consists of constructing reinforced portland cement concrete approach slabs for bridges on the completed and accepted subgrade or subbase. 526.02 Materials. Furnish materials conforming to: Concrete, Class S, HP 3 or HP 4* ................................ 499 Epoxy coated reinforcing steel ................... 509.02, 709.00 Preformed joint filler .............................................. 705.03 Joint sealer .............................................. 705.04 or 705.11 * Use the same class of concrete used in the bridges superstructure that the approach slab is attached to unless otherwise shown in the plans. If the super-structure concrete class for the bridge is not identified in the plans use Class S. 526.03 Forming, Furnishing and Placing Reinforcing Steel. Furnish true and straight steel or wooden side forms. Securely brace and hold forms to the line and grade shown on the plans. Do not allow forms to vary more than 1/8 inch (3 mm) from a 10-foot (3 m) straightedge. Do not remove forms for a minimum of 36 hours. Clean and oil forms after each use. Furnish reinforcing steel and place it in the position shown on the standard construction drawing and firmly secure the steel during placing and setting of the concrete. Tie reinforcing bars at all intersections, except tie reinforcing bars at alternate intersections where bar spacing is less than 1 foot (0.3 m) in any direction. 526.04 Placing and Sampling Concrete. Immediately before placing concrete according to Item 511.10, thoroughly moisten the subgrade or subbase with water in the amount and manner directed by the Engineer. The Engineer will make at least two test cylinders for each 50 cubic yards (35 cubic meters) of concrete. 526.05 Finishing and Curing. If the approach slab is to serve as a base for an asphalt concrete wearing course, finish and texture the approach slab according to Item 305. If the approach slab is to serve as a wearing surface finish and test the surface according to 451.12 and diamond groove the surface according to 511.20. Cure approach slabs according to 511.17.A, deck superstructure concrete. Open approach slabs to traffic according to Table 511.17-1.
- 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: 417 524.13 parts, do not allow thes
- 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.
ITEM 526 APPROACH SLABS<br />
526.01 Description<br />
526.02 <strong>Material</strong>s<br />
526.03 Forming <strong>and</strong> Placing Reinforcing Steel<br />
526.04 Placing <strong>and</strong> Sampling Concrete<br />
526.05 Finishing <strong>and</strong> Curing<br />
526.06 Side Curbs<br />
526.07 Method <strong>of</strong> Measurement<br />
526.08 Basis <strong>of</strong> Payment<br />
419<br />
526.01<br />
526.01 Description. This work consists <strong>of</strong> constructing reinforced portl<strong>and</strong><br />
cement concrete approach slabs for bridges on the completed <strong>and</strong> accepted<br />
subgrade or subbase.<br />
526.02 <strong>Material</strong>s. Furnish materials conforming to:<br />
Concrete, Class S, HP 3 or HP 4* ................................ 499<br />
Epoxy coated reinforcing steel ................... 509.02, 709.00<br />
Preformed joint filler .............................................. 705.03<br />
Joint sealer .............................................. 705.04 or 705.11<br />
* Use the same class <strong>of</strong> concrete used in the bridges superstructure that the<br />
approach slab is attached to unless otherwise shown in the plans. If the<br />
super-structure concrete class for the bridge is not identified in the plans<br />
use Class S.<br />
526.03 Forming, Furnishing <strong>and</strong> Placing Reinforcing Steel. Furnish true<br />
<strong>and</strong> straight steel or wooden side forms. Securely brace <strong>and</strong> hold forms to the line<br />
<strong>and</strong> grade shown on the plans. Do not allow forms to vary more than 1/8 inch (3<br />
mm) from a 10-foot (3 m) straightedge. Do not remove forms for a minimum <strong>of</strong><br />
36 hours. Clean <strong>and</strong> oil forms after each use.<br />
Furnish reinforcing steel <strong>and</strong> place it in the position shown on the st<strong>and</strong>ard<br />
construction drawing <strong>and</strong> firmly secure the steel during placing <strong>and</strong> setting <strong>of</strong> the<br />
concrete. Tie reinforcing bars at all intersections, except tie reinforcing bars at<br />
alternate intersections where bar spacing is less than 1 foot (0.3 m) in any<br />
direction.<br />
526.04 Placing <strong>and</strong> Sampling Concrete. Immediately before placing concrete<br />
according to Item 511.10, thoroughly moisten the subgrade or subbase with water<br />
in the amount <strong>and</strong> manner directed by the Engineer. The Engineer will make at<br />
least two test cylinders for each 50 cubic yards (35 cubic meters) <strong>of</strong> concrete.<br />
526.05 Finishing <strong>and</strong> Curing. If the approach slab is to serve as a base for an<br />
asphalt concrete wearing course, finish <strong>and</strong> texture the approach slab according to<br />
Item 305. If the approach slab is to serve as a wearing surface finish <strong>and</strong> test the<br />
surface according to 451.12 <strong>and</strong> diamond groove the surface according to 511.20.<br />
Cure approach slabs according to 511.17.A, deck superstructure concrete.<br />
Open approach slabs to traffic according to Table 511.17-1.
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