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

700 MATERIAL DETAILS
700 MINIMUM REQUIREMENTS FOR SAMPLING MATERIALS
Spec No. Material Material only Inspection or Sampling
Requirements
Post Inspection Instructions
203 Embankment Assure 203.02 Q and R materials conform to
the individual material requirements. Sample
materials when requested by the Engineer.
Follow S 1015 for acceptance
Plant: Test 1 sample in 4 days for verification.
Observe other contractor QC sample and QC
test 1 in 4 days.
Plant: Conduct minimum monitoring
requirements.
629
700.00
258 Dowel Bar Retrofit
Soil Embankment: 50 lb (23 kg)
Granular Embankment: 50 lb (23 kg)
Silicone Sealant– Obtain letter of certification
stating that the material meets the requirements
of item 258. Material to be shipped from
manufacturer not more than 9 months prior to
use.
Dowel Bar grout - Verify brand name of
material is on QPL at the time of use.
301 Asphalt Concrete Project: Visually inspect delivered loads and Project: Contact project Engineer/
302 Base
newly placed mat
DCE/DET immediately if
problems are seen
305
PC Concrete
Pavement
307 Non Stabilized
Drainage Base
308 Asphalt Treated Free
Draining Base
409 Sawing and Sealing
Asphalt Concrete
pavement Joints
Make two 6"x6"x4' beams for every 7500 yd²
(6500 m²) or fraction thereof daily. Field test
beams for required load for the specification.
Report results in CMS (Trns.port SiteManager
).
Plant: Compare results per 403.
Report on monitoring.
Core samples taken every 2000 sq.
yds by Contractor. Conform to S
1064
Provide samples conforming to 703.12 for Determine locations for thickness
design verification. Provide in process samples tolerance checks according to S
as directed by the Engineer. Sample material 1064.
conforming to 703.12
Provide a JMF to the Lab for approval. Include
1 gal (4 L) sample of asphalt and 70 lb (32 kg)
sample of aggregate
Determine locations for thickness
tolerance checks according to S
1064.
Assure backer rod is on QPL at the time of use. Notify District Testing if rejecting
Inspect material for condition.
material.
Document in CMS (Trns.port SiteManager ). If material non-performs or looks
defective during use notify District
testing and OMM
421 Micro Surfacing Project: Conduct a test strip per 421.09, inspect
per 421.10 and accept per 421.11.
422 Chip Seal with Project: Conduct a test strip per 422.05. Clean
Polymer Binder the surface per 422.06. Verify binder and
aggregate application per 422.07 and 422.08.
Ensure contractor quality control per 422.10.
Verify all of 422.11 is met for acceptance.
423 Fibers for Asphalt Verify type and brand name of material is on Notify District Testing if rejecting
Concrete:
QPL at the time of use.
material.
Polyester
Document in CMS (Trns.port SiteManager ). If material non-performs or looks
Propylene
defective during use submit a use a
Polypropylene
1 quart sample to the Laboratory.
424 Asphalt Concrete For Type A see 301,302 procedures. For Type
(Fine Graded
Polymer)
B see 448 procedures.
442 Asphalt Concrete Project and Plant: See requirements for 446 or
448 as specified for the 442 item.
443 Asphalt Concrete
(Stone Mastic)
See 446 requirements.