Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215424 DEA: 024G4404 EFIS: 0214000013
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-38.0/38.6
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullivan
DIME Sample ID: 2021-06-02-16
TL Number from the TL Form: 779362
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: 06/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2021
The quantity of what the sample constitutes: 100 Tons
A brief description of the sample: PSE 3/4 HMA 24 RAP PG 58-22 Valero Benecia
From where was the sample collected: Manufacturer
Laboratory sample identification: D78820
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc, Northstate Asphalt, Redding CA
DIME Test ID: 2021-06-02-16-1
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: 08/24/2021
Date Tested: 06/02/2021
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:
Test Result Compliance:
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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US 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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7336.6 grams
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Mass of oven-dry sample in air for Sample 1
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2581.2 grams
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Mass of container filled with the sample and water for Sample 1
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8896.0 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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2.526
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Theoretical maximum density at 25°C (77°F)
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no data
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DIME Test ID: 2021-06-02-16-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 08/24/2021
Date Tested: 06/03/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
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Test procedure used?
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no data
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Mass of HMA prior to ignition
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no data
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Corrected Asphalt Binder Content
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4.52 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.73 %
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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DIME Test ID: 2021-06-02-16-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/24/2021
Date Tested: 06/10/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
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Average Dry Tensile Strength
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179 psi
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Average Wet Tensile Strength
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168 psi
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Tensile Strength Ratio
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0.94
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DIME Test ID: 2021-06-02-16-4
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: 08/24/2021
Date Tested: 06/03/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.403
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Bulk Specific Gravity 2
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2.403
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Bulk Specific Gravity 3
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2.407
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Average Bulk Specific Gravity
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2.404
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DIME Test ID: 2021-06-02-16-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/24/2021
Date Tested: 06/03/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.9 %
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Percent Air Voids 2
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4.9 %
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Percent Air Voids 3
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4.7 %
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Percent Air Voids Average
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4.8 %
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DIME Test ID: 2021-06-02-16-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/24/2021
Date Tested: 06/04/2021
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: CT 389 was performed.
Test Result Compliance: complies
Additional Comments When Verified:
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
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25000
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
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25000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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2.1 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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2.3 mm
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Stripping Inflection Point (Wheel A)
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>25000
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Stripping Inflection Point (Wheel B)
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>25000
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