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Sample Record for 2026-08-17-57

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

Project Information

Project ID: 1001641 DEA: 030J4004 EFIS: 0319000280 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-18.7/22.9
Work Description: COLD PLANE AC PVMT, HMA, RCP, CONC BARRIER, & STRUCTURAL CONC.
Location Description: EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM 0.1 MILE WEST OF CARSON ROAD OVERCROSSING TO 5 MILE ROAD AND FROM 1.0 MILE EAST OF CAMINO HEIGHTS ROAD TO 0.3 MILE EAST OF RIDGEWAY DRIVE UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION
Contractor Address: 4001 BRADSHAW ROAD, SACRAMENTO, CA 95827
Resident Engineer: Nathan Alterton Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-08-17-57
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2026
The quantity of what the sample constitutes: 2 Boxes
A brief description of the sample: 3/4" HMA64-16R25
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 15420
Binder content (%): 0.0
Virgin binder PG: PG 64-16
Design binder PG:
Binder Supplier:
RAP content (%): 25
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-08-17-57-1
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: 08/27/2026
Date Tested: 08/27/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
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? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7342 grams
Mass of oven-dry sample in air for Sample 1 2643.2 grams
Mass of container filled with the sample and water for Sample 1 8951.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.557
Theoretical maximum density at 25°C (77°F) 2549.6 kg/m^3

Test

DIME Test ID: 2026-08-17-57-2
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: 08/27/2026
Date Tested: 08/27/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: L1 OBC 4.6%
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 2111.6 g
Corrected Asphalt Binder Content 4.92 %
Mass Loss 115.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.56 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C