Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000090 DEA: 024J9204 EFIS: 0223000087
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-61.0/64.0,70.0/72.2
Work Description: ASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE
Contractor Name: AMERICAN PAVEMENT SYSTEMS, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-07-31-128
TL Number from the TL Form: 858504
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: 07/31/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2024
The quantity of what the sample constitutes: PSE 16 boxs
A brief description of the sample: 1/2 HMA Type A w/25% RAP PG58-22 Valero
From where was the sample collected: Manufacturer
Laboratory sample identification: D79677
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)
DIME Test ID: 2024-07-31-128-1
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: 10/22/2024
Date Tested: 08/01/2024
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: Gmm=2.514
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
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7332.3 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1572.3 grams
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Mass of container filled with the sample and water for Sample 1
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8279.2 grams
|
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Temperature of Water
|
75 °F
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Specific Gravity for Sample 1
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2.514
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Theoretical maximum density at 25°C (77°F)
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2506.7 kg/m^3
|
DIME Test ID: 2024-07-31-128-2
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: 10/22/2024
Date Tested: 08/01/2024
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: Gmb=2.418
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.419
|
|
Bulk Specific Gravity 2
|
2.415
|
|
Bulk Specific Gravity 3
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2.42
|
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Average Bulk Specific Gravity
|
2.418
|
DIME Test ID: 2024-07-31-128-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/22/2024
Date Tested: 08/01/2024
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: Pa=3.8
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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3.8 %
|
|
Percent Air Voids 2
|
3.9 %
|
|
Percent Air Voids 3
|
3.7 %
|
|
Average Percent Air Voids
|
3.8 %
|
DIME Test ID: 2024-07-31-128-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/22/2024
Date Tested: 10/22/2024
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=148 psi, S2=144 psi, TSR=97%
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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148 psi
|
|
Average Wet Tensile Strength
|
144 psi
|
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Tensile Strength Ratio
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0.97
|
DIME Test ID: 2024-07-31-128-5
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: 10/22/2024
Date Tested: 10/17/2024
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=5.28%
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?
|
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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4570.8 g
|
|
Mass of HMA Sample prior to ignition
|
1542.5 g
|
|
Corrected Asphalt Binder Content
|
5.29 %
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Mass Loss
|
97.5 g
|
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Mass of aggregate remaining after ignition
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1445 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.84 %
|
|
Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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0.19 %
|
|
Test Temperature
|
538 C
|
