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: 2025-12-11-33
TL Number from the TL Form: 87675
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2025
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) with 23.6% RAP and virgin PG 58-22 binder from Valero - Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D80131
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 4.6
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 24
WMA Additives: No
Antistrip type: 1.0% Lime
DIME Test ID: 2025-12-11-33-1
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: 12/31/2025
Date Tested: 12/16/2025
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=2.596
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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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
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Mechanical Agitation - Method A
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|
Mass of container filled with water 1
|
7330.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
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2668.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8971 grams
|
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Temperature of Water
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77.9 °F
|
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Specific Gravity for Sample 1
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2.596
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|
Theoretical maximum density at 25°C (77°F)
|
2588 kg/m^3
|
DIME Test ID: 2025-12-11-33-2
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: 12/31/2025
Date Tested: 12/17/2025
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=4.59%, TV=4.60%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
3156.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5265.9 g
|
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Mass of HMA Sample prior to ignition
|
2109.5 g
|
|
Corrected Asphalt Binder Content
|
4.58 %
|
|
Mass Loss
|
110.2 g
|
|
Mass of aggregate remaining after ignition
|
1999.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.51 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.13 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-12-11-33-3
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: 12/31/2025
Date Tested: 12/16/2025
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: Gmb=2.500
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.499
|
|
Bulk Specific Gravity 2
|
2.505
|
|
Bulk Specific Gravity 3
|
2.497
|
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Average Bulk Specific Gravity
|
2.5
|
DIME Test ID: 2025-12-11-33-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/31/2025
Date Tested: 12/16/2025
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: Pa=3.7%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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3.7 %
|
|
Percent Air Voids 2
|
3.5 %
|
|
Percent Air Voids 3
|
3.8 %
|
|
Average Percent Air Voids
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3.7 %
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DIME Test ID: 2025-12-11-33-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/31/2025
Date Tested: 12/31/2025
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: S1=155 psi, S2=145 psi, TSR=93%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
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155 psi
|
|
Average Wet Tensile Strength
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145 psi
|
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Tensile Strength Ratio
|
0.94
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