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Sample Record for 2023-02-01-29

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Project Information

Project ID: 993124 DEA: 101F1704 EFIS: 1016000032 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-26,99-1.1,19.3
Work Description: REMOVE AND REPLACE BRIDGE.
Location Description: SAN JOAQUIN COUNTY NEAR STOCKTON AT ROUTE 26/99 SEPARATION
Contractor Name: Andrew M Jordan Inc, DBA A & B Construction
Contractor Address: 1350 4th Street, Berkeley, CA 94710
Resident Engineer: Troy Scheiber Structure Rep.: Chuck Pazzi

Sample Information

DIME Sample ID: 2023-02-01-29
TL Number from the TL Form: 032235
Sample Submitted By Organization: CT D10 - District 10 Materials Laboratory
Sample Organization Contact: (209) 948-7567
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/06/2023
The quantity of what the sample constitutes: 16 boxs 17lb ea
A brief description of the sample: 1/2 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-H-009
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 2
Sublot number: 1
HMA Mix Number: 22 004
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2023-02-01-29-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/19/2023
Date Tested: 02/10/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.477
Theoretical maximum density at 25°C (77°F) 154.2 lb/ft^3

Test 2 of 4

DIME Test ID: 2023-02-01-29-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/19/2023
Date Tested: 02/10/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.6 %

Test 3 of 4

DIME Test ID: 2023-02-01-29-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 04/19/2023
Date Tested: 02/10/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.354

Test 4 of 4

DIME Test ID: 2023-02-01-29-4
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: 04/19/2023
Date Tested: 02/10/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1540.0 g
Corrected Asphalt Binder Content 5.86 %
Mass Loss 105.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.77 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.19 %
Test Temperature 538 F