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Sample Record for 2023-12-11-33

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Project Information

Project ID: 994949 DEA: 043Q5504 EFIS: 0419000223 QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-37,101,131-VAR
Work Description: PLACE POLYESTER CONCRETE OVERLAY AND CONSTRUCT APPROACH SLABS.
Location Description: MARIN COUNTY AT VARIOUS LOCATIONS
Contractor Name: American Civil Constructors West Coast LLC (Kaitlyn Howisey)
Contractor Address: 2990 Bay Vista Court, Benicia, CA 94510-1246
Resident Engineer: Dawit Habteselassie Structure Rep.: Cliff Law

Sample Information

DIME Sample ID: 2023-12-11-33
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/13/2023
The quantity of what the sample constitutes: Sample 1 of the day
A brief description of the sample: 1/2-INCH HMA-SP Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Rock Redwood City

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 938
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-12-11-33-4
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: 12/19/2023
Date Tested: 12/13/2023
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Sample 1 of the day Granite Rock Redwood City Drier Drum Plant
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1562.0 g
Corrected Asphalt Binder Content 1.19 %
Mass Loss 104.2 g
Correction Factor (Percent by mass of HMA Specimen) 5.29 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.19 %
Test Temperature 482 C

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-12-11-33-1AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)12/19/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratorySand=4.0 Clay=4.9 S.E.=82 PASSED
2023-12-11-33-2AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)12/19/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratorySample 1 of the day Granite Rock Redwood City Drier Drum Plant
2023-12-11-33-3AASHTO T255-0: Standard Method of Test for Total Evaporable Moisture Content of Aggregate by Drying12/19/2023Not scheduledIGNACIO ARECHIGACT D04 - Richmond Field LaboratoryWet Weight= 6189 Dry Weight= 5840 Moisture %=6.0