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2010 Construction and Material Specifications - Ohio Department of ...

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700.00<br />

Spec No. <strong>Material</strong> <strong>Material</strong> only Inspection or Sampling<br />

Requirements<br />

Post Inspection Instructions<br />

446 Asphalt Concrete Project: Visually inspect delivered loads <strong>and</strong> Project: Contact project Engineer/<br />

newly placed mat<br />

monitoring team immediately if<br />

Project: Obtain daily mix sample for District problems seen.<br />

test unless otherwise directed by the DET. Project: Observe proper h<strong>and</strong>ling<br />

Project: Obtain 10 cores for each lot (day) <strong>and</strong> quick delivery <strong>of</strong> the mix<br />

within 48 hours for District test. Locate cores sample. Place cores in box flat<br />

for sampling.<br />

side down, do not stack boxes, do<br />

Project: See 702.04 or 702.13 for tack sample. not leave in weather, deliver to lab<br />

Plant: Conduct minimum monitoring promptly.<br />

requirements.<br />

Plant: See 702.01 for PG binder sample<br />

Plant: Report on monitoring.<br />

448 Asphalt Concrete Project: Visually inspect delivered loads <strong>and</strong> Project: Contact project<br />

newly placed mat<br />

Engineer/monitoring team<br />

Project: Give lot sample location to the District immediately if problems seen.<br />

monitoring team unless otherwise directed by Project: Re Core for S 1055 if<br />

the DET.<br />

gauge change or JMF change.<br />

451 PC Concrete<br />

Project: See 702.04 or 702.13 for tack sample. Plant: Report on monitoring.<br />

Project: Conduct density gauge QA per S 1055<br />

Plant: Conduct minimum monitoring<br />

requirements.<br />

Plant: See 702.01 for PG binder sample<br />

Make 6"x6"x4' beams for every 7500 yd² (6500 Core samples taken every 2000 sq.<br />

Pavement<br />

m²) or fraction there<strong>of</strong> daily. Make two beams yds by Contractor. Conform to S<br />

if testing before 7 days. Field test beams for<br />

required load for the specification.<br />

Report results in CMS (Trns.port SiteManager<br />

).<br />

1064<br />

451.08.B Dowel Bond Check new light form oil by labels on new Report material as not approved<br />

Breaking <strong>Material</strong> cans. No sampling required<br />

<strong>and</strong> follow policy for non<br />

specification materials<br />

452 PC Concrete Make 6"x6"x4' beams for every 7500 yd² (6500 Core samples taken every 2000 sq.<br />

Pavement<br />

m²) or fraction there<strong>of</strong> daily. Make two beams yds by Contractor. Conform to S<br />

if testing before 7 days. Field test beams for<br />

required load for the specification.<br />

Report results in CMS (Trns.port SiteManager<br />

).<br />

1064<br />

499.02 Water<br />

Potable water is satisfactory.<br />

Notify District Testing if water<br />

If question about water quality, obtain 1 gallon appears to contain sewage, oil,<br />

sample.<br />

Document in CMS (Trns.port SiteManager ).<br />

acid, or other matter.<br />

503.09 Excavation for Sampled only when requested by the Engineer<br />

Structures per Section 203<br />

Backfill<br />

Soil Embankment: 50 lb (23 kg)<br />

Granular Embankment: 50 lb (23 kg)<br />

504 Sheet Piling Left in<br />

Place<br />

Use 711.03 materials<br />

507.03 Bearing Piles Only use points from suppliers on the approved Notify District Testing if material<br />

Steel Pile Points list incorporated into the project plans. non-performs or looks defective<br />

Document in CMS (Trns.port SiteManager ) during use. Notify the contractor<br />

as needed.<br />

with non-compliance issues.<br />

509.08 Reinforcing Steel - Assure plastic supports conform to 709.15. Maximum spacing <strong>of</strong> supports in<br />

Plastic support chairs<br />

slabs, beams <strong>and</strong> girders to be 4<br />

feet; or less to prevent substantial<br />

deflection.<br />

511 Concrete for Make two 6"x12" cylinders for spans over 20 ft Within 24 to 48 hours after<br />

Structures each day, each 200 yd³.<br />

sampling, ship cylinders to<br />

For spans 20 ft span <strong>and</strong> under, make two Laboratory with required<br />

6"x12" cylinders each 50 yd³ or less.<br />

Document in CMS (Trns.port SiteManager ).<br />

Field or St<strong>and</strong>ard Cure according to<br />

ACI/ODOT specifications.<br />

documentation.<br />

515 Prestressed Concrete Assure products are supplied by a source on the If rejecting material because<br />

Bridge Members Certified List for S-1079 maintained by OMM. material non-performs or looks<br />

Received with TE-24.<br />

defective during use, notify<br />

Check dimension <strong>and</strong> condition<br />

District Testing <strong>and</strong> OMM,<br />

Document in CMS (Trns.port SiteManager ). Cement <strong>and</strong> Concrete section,<br />

630

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