considered as being for information only for Army
projects and for Contractor Quality Control approval
for Navy projects.
**************************************************************************
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are [for Contractor Quality Control
approval.][for information only. When used, a designation following the
"G" designation identifies the office that will review the submittal for
the Government.] The following shall be submitted in accordance with
Section 01330 SUBMITTAL PROCEDURES:
SD-04 Samples
Open Graded Asphalt Job Mix Formula
Job Mix Formula for Slurry Grout
Materials required to produce the open graded asphalt mixture
and slurry grout job-mix-formulas in the quantities indicated
below.
Aggregates representing each stockpile to be used in the
production of the open-graded asphalt mixture:
45 kg 100
pounds each
Bituminous Material
19 liters 5 gallons
Slurry Grout Sand
23 kg 50 pounds
Fly Ash
23 kg 50 pounds
Cement
23 kg 50 pounds
Cross Polymer Resin
4 liters l gallon
Samples shall be delivered, along with the Contractor's
preliminary job mix formulas, 30 days before starting production
to U.S. Army Engineer Waterways Experiment Station Research and
Development Center, 3909 Halls Ferry Road, Vicksburg, Mississippi,
39180-6199, ATTN: CEWESERD-GP-Q.
SD-06 Test Reports
Coarse Aggregate[; G][; G, [_____]]
Coarse and Fine Aggregates[; G][; G, [_____]]
Open-Graded Mix Aggregate[; G][; G, [_____]]
Bituminous Material[; G][; G, [_____]], [____]
Slurry Grout Sand[; G][; G, [_____]]
Filler (Fly Ash)[; G][; G, [_____]]
Job Mix Formula for Slurry Grout[; G][; G, [_____]]
Contractor Quality Control[; G][; G, [_____]]
Aggregate and QC test results. Slurry grout viscosity tests
shall be conducted immediately prior to application on the
pavement surface and 30 minutes thereafter.
SD-07 Certificates
Cement[; G][; G, [_____]]
Cross Polymer Resin[; G][; G, [_____]]
Curing Compound[; G][; G, [_____]]
Copies of certificates.
SECTION 02746
Page 7
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