Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994859 DEA: 021H5904 EFIS: 0216000025
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-43.5,57.0
Work Description: REPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING.
Location Description: SISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\'S FERRY ROAD AND AT PORTUGUESE CREEK
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK ROAD, REDDING, CA 96001
Resident Engineer: Nicholas Riddle Structure Rep.: Nicolas Jimenez
DIME Sample ID: 2025-09-23-70
TL Number from the TL Form:
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: 09/23/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2025
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch HMA-A PG 64-28M from Valero – Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer-Fraser Company, Willow Creek Plant, Willow Creek, CA
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 4.9
Virgin binder PG: PG 64-28M
Design binder PG: PG 64-28M
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 0
WMA Additives: No
Antistrip type: 1% Lime
DIME Test ID: 2025-09-23-70-1
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: 10/09/2025
Date Tested: 09/24/2025
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=2.616
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
|
|
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
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1728 grams
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Mass of container filled with the sample and water for Sample 1
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8398.5 grams
|
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Temperature of Water
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76 °F
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Specific Gravity for Sample 1
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2.616
|
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Theoretical maximum density at 25°C (77°F)
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2608.4 kg/m^3
|
DIME Test ID: 2025-09-23-70-2
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: 10/09/2025
Date Tested: 09/24/2025
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=5.14%, TV=4.90%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3040.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4810.7 g
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Mass of HMA Sample prior to ignition
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1769.8 g
|
|
Corrected Asphalt Binder Content
|
5.14 %
|
|
Mass Loss
|
102.5 g
|
|
Mass of aggregate remaining after ignition
|
1667.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.49 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.16 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-09-23-70-3
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: 10/09/2025
Date Tested: 09/26/2025
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=2.537
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.539
|
|
Bulk Specific Gravity 2
|
2.539
|
|
Bulk Specific Gravity 3
|
2.533
|
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Average Bulk Specific Gravity
|
2.537
|
DIME Test ID: 2025-09-23-70-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/09/2025
Date Tested: 10/09/2025
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=3.0%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
2.9 %
|
|
Percent Air Voids 2
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2.9 %
|
|
Percent Air Voids 3
|
3.2 %
|
|
Average Percent Air Voids
|
3 %
|
DIME Test ID: 2025-09-23-70-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/09/2025
Date Tested: 10/08/2025
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: S1=96 psi, S2=87 psi, TSR=91%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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Average Dry Tensile Strength
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95 psi
|
|
Average Wet Tensile Strength
|
86 psi
|
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Tensile Strength Ratio
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0.91
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