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Sample Record for 2023-11-02-27

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Project Information

Project ID: 994820 DEA: 060V1104 EFIS: 0616000208 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,KIN-5,41,198-Var
Work Description: STRATFORD KINGS RIVER BRIDGE REPLACEMENT.
Location Description: FRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS
Contractor Name: M.C.M. Construction, INC. (Richard McCall)
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Din Dadawalla Structure Rep.: Martin Garcia

Sample Information

DIME Sample ID: 2023-11-02-27
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/02/2023
The quantity of what the sample constitutes: 2300 Tons
A brief description of the sample: 1/2" HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga HMA Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 11
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-11-02-27-3
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: 11/07/2023
Date Tested: 11/03/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 2899.2 g
Mass of the specimen and specimen basket assembly prior to ignition 4495.2 g
Mass of HMA Sample prior to ignition 1596.0 g
Corrected Asphalt Binder Content 5.56 %
Mass Loss 103.3 g
Mass of aggregate remaining after ignition 1492.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.72 %
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
2023-11-02-27-1AASHTO 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)11/03/2023Not scheduledArthur MillsCT D06 - Millbrook Field Laboratory
2023-11-02-27-2AASHTO 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)11/03/2023Not scheduledArthur MillsCT D06 - Millbrook Field Laboratory