Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214775 DEA: 081F13U4 EFIS: 0819000074
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-62,95-122.0/142.7,9.7/33.6
Work Description: COLD-IN PLACE RECYCLING AND PLACE RHMA-G.
Location Description: SAN BERNARDINO COUNTY ON ROUTE 62 FROM 3.8 MILES WEST OF ROUTE 95 TO ARIZONA STATE LINE AND ON ROUTE 95 FROM ROUTE 62 TO 2.0 MILES SOUTH OF TURTLE MOUNTAIN ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monre St., Indio CA. 92203
Resident Engineer: Khoa Nguyen Nguyen Structure Rep.: Unknown
DIME Sample ID: 2020-09-28-35
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2020
The quantity of what the sample constitutes: 2 boxes 285.0 tons out
A brief description of the sample: 1/2" RHMA-G PG 64-16RB (0.5% LAS)
From where was the sample collected: Manufacturer
Laboratory sample identification: 0565G-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company- Indio
DIME Test ID: 2020-09-28-35-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 10/02/2020
Date Tested: 10/01/2020
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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7.75 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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no data
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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