Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993505 DEA: 022J4404 EFIS: 0221000078
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-38.0/43.0
Work Description: REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY.
Location Description: LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2022-09-23-49
TL Number from the TL Form: 897864
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: 09/23/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2022
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 64-28 M) with 25.0% RAP and virgin PG 58-34 M from Albina (Klamath Falls, OR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79167
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials – Shaw Pit Facility (Lookout, CA)
DIME Test ID: 2022-09-23-49-1
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: 10/04/2022
Date Tested: 09/30/2022
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: 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?
|
US Units
|
|
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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7335.8 grams
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Mass of oven-dry sample in air for Sample 1
|
1644.1 grams
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Mass of container filled with the sample and water for Sample 1
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8305.3 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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2.437
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Theoretical maximum density at 25°C (77°F)
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151.7 lb/ft^3
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DIME Test ID: 2022-09-23-49-2
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: 10/04/2022
Date Tested: 10/03/2022
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: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.356
|
|
Bulk Specific Gravity 2
|
2.352
|
|
Bulk Specific Gravity 3
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2.357
|
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Average Bulk Specific Gravity
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2.355
|
DIME Test ID: 2022-09-23-49-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/04/2022
Date Tested: 10/03/2022
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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3.3 %
|
|
Percent Air Voids 2
|
3.5 %
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|
Percent Air Voids 3
|
3.3 %
|
|
Percent Air Voids Average
|
3.4 %
|
