Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000279 DEA: 023H70U4 EFIS: 0223000161
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-15.0/25.7
Work Description: RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL.
Location Description: TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Edward Worden Structure Rep.: Mike Sears
DIME Sample ID: 2025-08-13-74
TL Number from the TL Form: 866071
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/13/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2025
The quantity of what the sample constitutes: 10k Milestone
A brief description of the sample: 8 boxes of 1/2-inch RHMA-G (PG 64-16 CR) with virgin PG 64-16 from Valero – Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79998
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG:
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 0
WMA Additives: No
Antistrip type: 1.0% Lime
DIME Test ID: 2025-08-13-74-1
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: 08/27/2025
Date Tested: 08/19/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.453
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
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Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7331.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1704 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8340.7 grams
|
|
Temperature of Water
|
78 °F
|
|
Specific Gravity for Sample 1
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2.453
|
|
Theoretical maximum density at 25°C (77°F)
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2445.9 kg/m^3
|
DIME Test ID: 2025-08-13-74-2
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: 08/27/2025
Date Tested: 08/20/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=7.72%, TV=7.50%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3154.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4896.8 g
|
|
Mass of HMA Sample prior to ignition
|
1742.3 g
|
|
Corrected Asphalt Binder Content
|
7.72 %
|
|
Mass Loss
|
138.7 g
|
|
Mass of aggregate remaining after ignition
|
1603.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.07 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.17 %
|
|
Test Temperature
|
538 C
|
