2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
514.06 1. 5.0 Megapixel or greater resolution. 2. Minimum 3X Optical zoom lens capability with automatic focus. 3. Minimum 512M Memory capability. 4. Built-in flash. 5. Photograph printer with docking capability compatible with the camera including supplies necessary to print. (i.e. Ink Cartridges, Photograph quality paper, and other consumables required for operation and photograph printing.) B. One Spring micrometer and extra-coarse replica tape on the project at all times. C. One SSPC-PA2 Type 2 (electronic) non-destructive coating thickness gage and two sets of National Institute of Standards & Technology calibration plates. The first set of calibration plates shall be 1.5 to 8 mils (38 to 200 m), Model No. 1362b, and the second set shall be 10 to 25 mils (250 to 625 m) , Model No. 1363b. D. One Sling Psychrometer including Psychometric tables. E. Two steel surface thermometers accurate within 2 °F (1 °C). F. Flashlight 2-D cell. G. SSPC Visual Standard for Abrasive Blast Cleaned Steel (SSPC-VIS 1). H. One recording thermometer capable of recording the date, time, and temperature over a period of at least 12 hours. 514.06 Work Limitations. Apply the prime coat to new structural steel inside permanent buildings at the fabricator’s facility. If inside permanent buildings, the fabricator may perform year-round abrasive blasting and painting. Perform abrasive blasting and painting in the field from April 1 to October 31. The Department will not issue a time extension due to adverse weather during the month of April. The plans or other Contract Documents may require additional work limitations for specific bridges or projects. A. Temperature. Except for inorganic zinc, apply paint when the steel, air, and paint temperature is 50 °F (10 °C) or higher and expected to remain higher than 50 °F (10°C) for the cure times listed below. Apply inorganic zinc when the steel, air, and paint is 40 °F (4 °C) or higher. Cure inorganic zinc according to the minimum curing time and temperatures specified in the paint manufacture’s printed instructions. 50 °F 60 °F 70 °F (10 °C) (16 °C) (21 °C) Primer (Organic Zinc) 4 hrs 3 hrs 2 hrs Intermediate 6 hrs 5 hrs 4 hrs Finish 8 hrs 6 hrs 4 hrs Monitor the temperatures listed above for cure times using the recording thermometer. The Contractor may use a heated enclosure or building. Supply heat 366
367 514.07 continuously and uniformly to maintain the required minimum curing temperature within the enclosure or building until the coating has cured. If combustion type heating units are used, vent the units away from the enclosure or building and do not allow exhaust fumes to enter the enclosure or building. Do not use open combustion in the enclosure or building. The fabricator may use radiant heat when painting new structural steel inside permanent shop buildings. Locate radiant heaters at least 10 feet (3 m) above all surfaces to be painted. Vent exhaust fumes to prevent fumes from contacting surfaces to be painted. B. Moisture. Do not apply paint: 1. If the steel surface temperature is less than 5 °F (3 °C) above the dew point. met. 2. If the steel surface is wet, damp, frosted, or ice-coated. 3. If the relative humidity is greater than 85 percent. 4. During periods of rain, fog, or mist unless the above moisture criteria is If steel was abrasive blasted when the temperature of the steel was less than 5 °F (3 °C) above the dew point, reblast the steel when the steel temperature is at least 5 °F (3 °C) above the dew point. 514.07 Protection of Persons and Property. Collect, remove, and dispose of all rubbish, buckets, rags, or other discarded materials and leave the job site in a clean condition. Except for deck bottoms and backwalls which have not been sealed or are not to have a sealer applied, protect all portions of the structure, that are not to be painted from damage or disfigurement by splashes, spatters, and smirches of paint. If the Contractor causes any damage or injury to public or private property, the Contractor shall restore the property, to a condition similar or equal to the condition existing before the damage or injury. 514.08 Pollution Control. Comply with pollution control laws, rules, or regulations of Federal, State, or local agencies and requirements of this specification. 514.09 Safety Requirements and Precautions. Comply with the applicable safety requirements of the Ohio Industrial Commission and OSHA. Provide Material Safety Data Sheets (MSDS) at the preconstruction meeting for all paints, thinners, and abrasives used on this project. Do not begin work until submitting the MSDS to the Engineer. 514.10 Inspection Access. In addition to the requirements of 105.10, furnish, erect, and move scaffolding and other appropriate equipment to allow the inspector and the Engineer the opportunity to closely observe all affected surfaces during all phases of the work and for at least 10 workdays after completely painting each structure to allow for the Final Inspection as per 514.21. Submit to the Engineer
- 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: 365 514.05 inspection identifies a
- 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
367<br />
514.07<br />
continuously <strong>and</strong> uniformly to maintain the required minimum curing temperature<br />
within the enclosure or building until the coating has cured.<br />
If combustion type heating units are used, vent the units away from the<br />
enclosure or building <strong>and</strong> do not allow exhaust fumes to enter the enclosure or<br />
building. Do not use open combustion in the enclosure or building.<br />
The fabricator may use radiant heat when painting new structural steel inside<br />
permanent shop buildings. Locate radiant heaters at least 10 feet (3 m) above all<br />
surfaces to be painted. Vent exhaust fumes to prevent fumes from contacting<br />
surfaces to be painted.<br />
B. Moisture. Do not apply paint:<br />
1. If the steel surface temperature is less than 5 °F (3 °C) above the dew<br />
point.<br />
met.<br />
2. If the steel surface is wet, damp, frosted, or ice-coated.<br />
3. If the relative humidity is greater than 85 percent.<br />
4. During periods <strong>of</strong> rain, fog, or mist unless the above moisture criteria is<br />
If steel was abrasive blasted when the temperature <strong>of</strong> the steel was less than 5<br />
°F (3 °C) above the dew point, reblast the steel when the steel temperature is at<br />
least 5 °F (3 °C) above the dew point.<br />
514.07 Protection <strong>of</strong> Persons <strong>and</strong> Property. Collect, remove, <strong>and</strong> dispose <strong>of</strong><br />
all rubbish, buckets, rags, or other discarded materials <strong>and</strong> leave the job site in a<br />
clean condition.<br />
Except for deck bottoms <strong>and</strong> backwalls which have not been sealed or are not to<br />
have a sealer applied, protect all portions <strong>of</strong> the structure, that are not to be painted<br />
from damage or disfigurement by splashes, spatters, <strong>and</strong> smirches <strong>of</strong> paint.<br />
If the Contractor causes any damage or injury to public or private property, the<br />
Contractor shall restore the property, to a condition similar or equal to the<br />
condition existing before the damage or injury.<br />
514.08 Pollution Control. Comply with pollution control laws, rules, or<br />
regulations <strong>of</strong> Federal, State, or local agencies <strong>and</strong> requirements <strong>of</strong> this<br />
specification.<br />
514.09 Safety Requirements <strong>and</strong> Precautions. Comply with the applicable<br />
safety requirements <strong>of</strong> the <strong>Ohio</strong> Industrial Commission <strong>and</strong> OSHA.<br />
Provide <strong>Material</strong> Safety Data Sheets (MSDS) at the preconstruction meeting for<br />
all paints, thinners, <strong>and</strong> abrasives used on this project. Do not begin work until<br />
submitting the MSDS to the Engineer.<br />
514.10 Inspection Access. In addition to the requirements <strong>of</strong> 105.10, furnish,<br />
erect, <strong>and</strong> move scaffolding <strong>and</strong> other appropriate equipment to allow the inspector<br />
<strong>and</strong> the Engineer the opportunity to closely observe all affected surfaces during all<br />
phases <strong>of</strong> the work <strong>and</strong> for at least 10 workdays after completely painting each<br />
structure to allow for the Final Inspection as per 514.21. Submit to the Engineer