Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993119 DEA: 021J7104 EFIS: 0220000120
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3-29.77/L30.88
Work Description: TRINITY 3 PAVEMENT AND DRAINAGE
Location Description: TRINITY COUNTY NEAR DOUGLAS CITY FROM READING CREEK BRIDGE TO ROUTE 299
Contractor Name: TULLIS, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Joseph Porra
DIME Sample ID: 2024-09-09-97
TL Number from the TL Form: 848626
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: 09/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2024
The quantity of what the sample constitutes: 16 boxes of 1/2" Type A HMA with RAP
A brief description of the sample: 1/2" Type-A HMA w/25% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79712
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)
DIME Test ID: 2024-09-09-97-1
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: 10/03/2024
Date Tested: 10/03/2024
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=2.542
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?
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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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no data
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Mass of container filled with water 1
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7332.3 grams
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Mass of oven-dry sample in air for Sample 1
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1585.7 grams
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Mass of container filled with the sample and water for Sample 1
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8294.2 grams
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Temperature of Water
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75.9 °F
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Specific Gravity for Sample 1
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2.542
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Theoretical maximum density at 25°C (77°F)
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2535 kg/m^3
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DIME Test ID: 2024-09-09-97-2
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: 10/03/2024
Date Tested: 09/12/2024
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=2.412
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.411
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Bulk Specific Gravity 2
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2.414
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Bulk Specific Gravity 3
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2.412
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Average Bulk Specific Gravity
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2.412
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DIME Test ID: 2024-09-09-97-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/03/2024
Date Tested: 09/12/2024
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=5.1%
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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5.2 %
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Percent Air Voids 2
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5 %
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Percent Air Voids 3
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5.1 %
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Average Percent Air Voids
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5.1 %
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DIME Test ID: 2024-09-09-97-4
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: 10/03/2024
Date Tested: 09/27/2024
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=4.89%
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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3034 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4610.5 g
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Mass of HMA Sample prior to ignition
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1576.5 g
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Corrected Asphalt Binder Content
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4.89 %
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Mass Loss
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93.4 g
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Mass of aggregate remaining after ignition
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1483.1 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.84 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.19 %
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Test Temperature
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538 C
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DIME Test ID: 2024-09-09-97-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/03/2024
Date Tested: 10/01/2024
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=157 psi, S2=150 psi, TSR=95%
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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157 psi
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Average Wet Tensile Strength
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150 psi
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Tensile Strength Ratio
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0.96
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