Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215374 DEA: 060X2704 EFIS: 0618000048
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-37.2/48.8
Work Description: PAVEMENT REHABILITATION
Location Description: FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Unknown
DIME Sample ID: 2022-10-04-81
TL Number from the TL Form: C026898
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/04/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2022
The quantity of what the sample constitutes: 4 Boxes
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Source
Laboratory sample identification: 022-081
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga HMA Plant
DIME Test ID: 2022-10-04-81-1
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: 11/18/2022
Date Tested: 11/14/2022
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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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2
|
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What is the unit of measurement for theoretical density?
|
US Units
|
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Mass Determination
|
Water
|
|
Method Performed
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Mechanical Agitation - Method A
|
|
Mass of oven-dry sample in air for Sample 1
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1634.3 grams
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Mass of sample in water for Sample 1
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945.9 grams
|
|
Mass of oven-dry sample in air for Sample 2
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1608.6 grams
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Mass of sample in water for Sample 2
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930.0 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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2.374
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Specific Gravity for Sample 2
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2.370
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Average Specific Gravity
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2.372
|
|
Theoretical maximum density at 25°C (77°F)
|
147.6 lb/ft^3
|
DIME Test ID: 2022-10-04-81-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/18/2022
Date Tested: 11/15/2022
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.2 %
|
|
Percent Air Voids 2
|
4.3 %
|
|
Percent Air Voids 3
|
4.2 %
|
|
Percent Air Voids Average
|
4.2 %
|
DIME Test ID: 2022-10-04-81-3
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: 11/18/2022
Date Tested: 11/14/2022
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.272
|
|
Bulk Specific Gravity 2
|
2.269
|
|
Bulk Specific Gravity 3
|
2.273
|
|
Average Bulk Specific Gravity
|
2.271
|
