Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215148 DEA: 081E8404 EFIS: 0814000113
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV,SBD-62-R6.7/9.2,0.0/15.1,29.3/33.6
Work Description: REPLACE ROADWAY WITH RHMA-G AND HMA.
Location Description: IN RIVERSIDE AND SAN BERNARDINO COUNTIES IN AND NEAR YUCCA VALLEY AND IN TWENTYNINE PALMS FROM 0.2 MILE NORTH OF INDIAN CANYON DRIVE TO 0.6 MILE WEST OF UTAH TRAIL
Contractor Name: Matich Corporation
Contractor Address: P.O. Box 50,000, San Bernardino, CA 92412
Resident Engineer: Khoi Vu Structure Rep.: Unknown
DIME Sample ID: 2022-05-09-26
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: 05/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2022
The quantity of what the sample constitutes: 3 Boxes RHMA, 1 Qt PG64-16RB 208.17 tons out
A brief description of the sample: 3/4" RHMA-G-SP 0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0281G-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Matich Cabazon
DIME Test ID: 2022-05-09-26-1
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: 05/12/2022
Date Tested: 05/12/2022
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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no data
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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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7.3 %
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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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