Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001219 DEA: 021J8904 EFIS: 0221000006
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R30.5/R31.0
Work Description: REPLACE PAVEMENT AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: SHASTA COUNTY NEAR O\'BRIEN FROM 0.1 MILE SOUTH OF TUNNEL GULCH VIADUCT TO THE O\'BRIEN REST AREA
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: 3269 SWETZER ROAD, Loomis CA 95650
Resident Engineer: Kyle Higgins Structure Rep.: Chris Brace
DIME Sample ID: 2025-08-27-73
TL Number from the TL Form: 866074
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: 08/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2025
The quantity of what the sample constitutes: 100
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 from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80021
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: Lime
DIME Test ID: 2025-08-27-73-1
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: 09/15/2025
Date Tested: 08/27/2025
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=2.554
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
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Mechanical Agitation - Method A
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|
Mass of container filled with water
|
7331 grams
|
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Mass of oven-dry sample in air for Sample 1
|
2515.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8861.6 grams
|
|
Temperature of Water
|
75 °F
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Specific Gravity for Sample 1
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2.554
|
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Theoretical maximum density at 25°C (77°F)
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2546.6 kg/m^3
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DIME Test ID: 2025-08-27-73-2
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: 09/15/2025
Date Tested: 08/28/2025
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=4.41%
Test Result Compliance: complies
Additional Comments When Verified:
|
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
|
3028.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5149.9 g
|
|
Mass of HMA Sample prior to ignition
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2121.6 g
|
|
Corrected Asphalt Binder Content
|
4.42 %
|
|
Mass Loss
|
107.5 g
|
|
Mass of aggregate remaining after ignition
|
2014.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.51 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-08-27-73-3
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: 09/15/2025
Date Tested: 08/28/2025
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=2.472
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.475
|
|
Bulk Specific Gravity 2
|
2.472
|
|
Bulk Specific Gravity 3
|
2.468
|
|
Average Bulk Specific Gravity
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2.472
|
DIME Test ID: 2025-08-27-73-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/15/2025
Date Tested: 09/15/2025
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=3.2%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.1 %
|
|
Percent Air Voids 2
|
3.2 %
|
|
Percent Air Voids 3
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3.4 %
|
|
Average Percent Air Voids
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3.2 %
|
DIME Test ID: 2025-08-27-73-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/15/2025
Date Tested: 09/11/2025
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=161 psi, S2=149 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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161 psi
|
|
Average Wet Tensile Strength
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149 psi
|
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Tensile Strength Ratio
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0.93
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