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Sample Record for 2024-09-04-98

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994696 DEA: 100Y7704 EFIS: 1015000008 QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-140-12.0/22.1
Work Description: REPLACE AC SURFACING, PLACE HMA AND RHMA, AND BRIDGE REPAIR.
Location Description: MARIPOSA COUNTY NEAR MARIPOSA FROM 1.3 MILES EAST OF CATHEYS VALLEY PARK TO 0.1 MILE NORTH OF ROUTE 49
Contractor Name: GEORGE REED, INC.
Contractor Address: 140 EMPIRE AVE, MODESTO CA 95354
Resident Engineer: Troy Scheiber Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-04-98
TL Number from the TL Form: 0Y7704
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: 09/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2024
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-H-114
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Table Mountain Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 13
HMA Mix Number: 24J003

Test Results

Test 1 of 3

DIME Test ID: 2024-09-04-98-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/19/2024
Date Tested: 09/19/2024
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 Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.469
Theoretical maximum density at 25°C (77°F) 152.6 lb/ft^3

Test 2 of 3

DIME Test ID: 2024-09-04-98-2
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: 09/19/2024
Date Tested: 09/19/2024
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:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2010.6 g
Corrected Asphalt Binder Content 5.24 %
Mass Loss 114.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.4 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test 3 of 3

DIME Test ID: 2024-09-04-98-3
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: 09/19/2024
Date Tested: 09/19/2024
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: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2147 g
Corrected Asphalt Binder Content 5.41 %
Mass Loss 127.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.4 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C