Sample Record for 2025-08-04-79
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2025-08-04-79
TL Number from the TL Form: 036705
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: 08/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79984
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
Material Information
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: Lime
Test Results
Test 1 of 7
DIME Test ID: 2025-08-04-79-1
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: 08/05/2025
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=2.500
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?
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SI Units
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Mass Determination
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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
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7331.5 grams
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Mass of oven-dry sample in air for Sample 1
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1756.8 grams
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Mass of container filled with the sample and water for Sample 1
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8385.7 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.5
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Theoretical maximum density at 25°C (77°F)
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2492.8 kg/m^3
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Test 2 of 7
DIME Test ID: 2025-08-04-79-2
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: 08/08/2025
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=7.60, TV=7.50
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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3041.1 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4797.5 g
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Mass of HMA Sample prior to ignition
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1756.4 g
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Corrected Asphalt Binder Content
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7.59 %
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Mass Loss
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137.6 g
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Mass of aggregate remaining after ignition
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1618.8 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.07 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.17 %
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Test Temperature
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538 C
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Test 3 of 7
DIME Test ID: 2025-08-04-79-3
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: 08/27/2025
Date Tested: 08/26/2025
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=2.371
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.374
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Bulk Specific Gravity 2
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2.37
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Bulk Specific Gravity 3
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2.369
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Average Bulk Specific Gravity
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2.371
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Test 4 of 7
DIME Test ID: 2025-08-04-79-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 02/10/2026. The corrected test ID is: 2025-08-04-79-7
Reason: corrected
Test 5 of 7
DIME Test ID: 2025-08-04-79-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/27/2025
Date Tested: 08/26/2025
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=126 psi, S2=98 psi, TSR=78%
Test Result Compliance: does not comply
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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126 psi
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Average Wet Tensile Strength
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98 psi
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Tensile Strength Ratio
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0.78
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Test 6 of 7
DIME Test ID: 2025-08-04-79-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 02/12/2026
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: Rut=0.1in.@N₁₅₀₀₀,
Nf>15000,
SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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PMLC
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Test Temperature
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122 F
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Air Void Content for specimen A-1
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7.8 %
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Air Void Content for specimen A-2
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8.2 %
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Air Void Content for specimen B-1
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8.1 %
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Air Void Content for specimen B-2
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7.9 %
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Stripping Inflection Point (Wheel A)
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>15000
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Stripping Inflection Point (Wheel B)
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>15000
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Maximum impression at 5000 passes (left wheel)
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1.43 mm
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Maximum impression at 5000 passes (right wheel)
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1.23 mm
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Average impression at 5000 passes (left/right avg)
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1.33 mm
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Maximum impression at 10000 passes (left wheel)
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1.7 mm
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Maximum impression at 10000 passes (right wheel)
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1.5 mm
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Average impression at 10000 passes (left/right avg)
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1.6 mm
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Maximum impression at 15000 passes (left wheel)
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1.93 mm
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Maximum impression at 15000 passes (right wheel)
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1.74 mm
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Average impression at 15000 passes (left/right avg)
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1.84 mm
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Average impression at 20000 passes (left/right avg)
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no data
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Average impression at 25000 passes (left/right avg)
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no data
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Test 7 of 7
DIME Test ID: 2025-08-04-79-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/12/2026
Date Tested: 08/26/2025
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: AASHTO T 269:
Pₐ=5.2%;
MS-2:
VMA=20.6%,
VFA=74.9%,
DP=0.5
The test was superseded from test ID: 2025-08-04-79-4
Test Result Compliance: does not comply
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Percent Air Voids
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5 %
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Percent Air Voids 2
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5.2 %
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Percent Air Voids 3
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5.2 %
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Average Percent Air Voids
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5.1 %
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