Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994345 DEA: 023J7804 EFIS: 0222000083
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-15.8/16.9,20.5/24.5
Work Description: PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-06-06-95
TL Number from the TL Form: 858120
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 4 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) with 25.0% RAP and virgin PG 58-22 from Valero – Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79270
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt - Redding, CA
DIME Test ID: 2023-06-06-95-1
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: 08/22/2023
Date Tested: 08/02/2023
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=5.36%
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
|
|
Mass of the specimen basket assembly
|
3109.1 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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4710.8 g
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Mass of HMA Sample prior to ignition
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1601.7 g
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Corrected Asphalt Binder Content
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5.36 %
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Mass Loss
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100.2 g
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Mass of aggregate remaining after ignition
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1501.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.71 %
|
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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: 2023-06-06-95-2
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: 08/22/2023
Date Tested: 07/28/2023
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=2.490
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
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Mass Determination
|
Air
|
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Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water
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7335.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
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1536.4 grams
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Mass of container filled with the sample and water for Sample 1
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8254.5 grams
|
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Temperature of Water
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75 °F
|
|
Specific Gravity for Sample 1
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2.49
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Theoretical maximum density at 25°C (77°F)
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2482.8 kg/m^3
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DIME Test ID: 2023-06-06-95-3
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: 08/22/2023
Date Tested: 07/31/2023
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=2.410
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.411
|
|
Bulk Specific Gravity 2
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2.409
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Bulk Specific Gravity 3
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2.409
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Average Bulk Specific Gravity
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2.41
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DIME Test ID: 2023-06-06-95-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/22/2023
Date Tested: 08/01/2023
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%,
VMA=15.0%,
VFA=78.5%,
DP=1.3
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.2 %
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|
Percent Air Voids 2
|
3.3 %
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|
Percent Air Voids 3
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3.3 %
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Average Percent Air Voids
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3.3 %
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