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Sample Record for 2020-10-01-5

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214774 DEA: 081F1324 EFIS: 0815000212 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-95-64.5/80.5
Work Description: PLACE RHMA-G, COLD PLANE AC AND REPLACE AC SURFACING.
Location Description: SAN BERNARDINO COUNTY ON ROUTE 95 FROM 0.5 MILE NORTH OF GOFFS ROAD TO NEVADA STATE LINE.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38155 Monroe St, Indio, 92203, CA
Resident Engineer: Darcy Davis Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-10-01-5
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: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/02/2020
The quantity of what the sample constitutes: 2 boxes 630.0 tons out
A brief description of the sample: 1/2" RWMA-G 0.25% EVO
From where was the sample collected: Manufacturer
Laboratory sample identification: 0573G-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Bullhead City Arizona

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2020-10-01-5-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 10/07/2020
Date Tested: 10/05/2020
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Asphalt Binder Content 6.77 %
Correction Factor (Percent by mass of HMA Specimen) no data