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Sample Record for 2026-10-06-21

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Project Information

Project ID: 1000970 DEA: 031J6304 EFIS: 0321000023 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-6.04/7.06
Work Description: WILLOW SLOUGH REPLACEMENT
Location Description: SACRAMENTO COUNTY NEAR ELK GROVE FROM 0.2 MILE NORTH OF ARNO ROAD TO 0.4 MILE SOUTH OF DILLARD ROAD
Contractor Name: GRANITE CONSTRUCTION
Contractor Address: 4001 BRADSHAW ROAD, SACRAMENTO, CA 95827
Resident Engineer: Chris McDermott Structure Rep.: Nhut (Jim) Ngo

Sample Information

DIME Sample ID: 2026-10-06-21
TL Number from the TL Form:
Sample Submitted By Organization: Mozamo Engineering, Incorporated
Sample Organization Contact: (916) 237-7161
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2026
The quantity of what the sample constitutes: PSE
A brief description of the sample: 3/4 RHMA
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw Plant

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 1556
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-10-06-21-1
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/08/2026
Date Tested: 10/08/2026
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:
Additional Comments When Verified:
Number of Samples 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 1 7402.5 grams
Mass of oven-dry sample in air for Sample 1 2502.6 grams
Mass of container filled with the sample and water for Sample 1 8895 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.478
Theoretical maximum density at 25°C (77°F) 2471 kg/m^3

Test

DIME Test ID: 2026-10-06-21-2
Test Method: AASHTO T308-25: 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: 10/08/2026
Date Tested: 10/08/2026
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:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 3949.3 g
Mass of the specimen and specimen basket assembly prior to ignition 6103.5 g
Corrected Asphalt Binder Content 7.28 %
Mass of HMA Sample prior to ignition 2154.2 g
Mass Loss 161.5 g
Mass of aggregate remaining after ignition 1992.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.22 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F