Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994944 DEA: 081J2304 EFIS: 0818000002
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-60-R1.0/12.0
Work Description: RAMP METERING SYSTEM, HMA (TYPE A), RDWY EXC, MOD SIGNAL & LTG SYSTEMS
Location Description: RIVERSIDE COUNTY IN AND NEAR JURUPA VALLEY AND RIVERSIDE AT VARIOUS LOCATIONS FROM WINEVILLE ROAD UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 60/91 SEPARATION
Contractor Name: POWELL CONSTRUCTORS INC
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Mahfual Alam Structure Rep.: Unknown
DIME Sample ID: 2024-10-08-37
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: 10/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2024
The quantity of what the sample constitutes: 2 BOXES OF RHMA
A brief description of the sample: 3/4" HMA A SP R15
From where was the sample collected: Manufacturer
Laboratory sample identification: 0531A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Corona
DIME Test ID: 2024-10-08-37-1
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: 10/19/2024
Date Tested: 10/12/2024
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:
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What temperature unit is used?
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Celsius
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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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2193.8 g
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Corrected Asphalt Binder Content
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4.53 %
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Mass Loss
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103.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.07 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.14 %
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Test Temperature
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538 C
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