Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000061 DEA: 051Q4804 EFIS: 0523000036
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-R5.0/8.9
Work Description: RHMA OVERLAY, STRIPING AND MODIFY TRAFFIC STATIONS.
Location Description: SANTA CRUZ COUNTY FROM 0.9 MILE NORTH OF BUENA VISTA DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF RIO DEL MAR OVERCROSSING
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-08-27-104
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2024
The quantity of what the sample constitutes: 6 Boxes 3/4" HMA-A
A brief description of the sample: 3/4" HMA-A, WMA
From where was the sample collected: Job Site
Laboratory sample identification: 024-072
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Aromas Drum
DIME Test ID: 2024-08-27-104-1
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: 10/09/2024
Date Tested: 10/09/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
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2
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
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Water
|
|
Method Performed
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Mechanical Agitation - Method A
|
|
Mass of oven-dry sample in air for Sample 1
|
2739.1 grams
|
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Mass of sample in water for Sample 1
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1683.6 grams
|
|
Mass of oven-dry sample in air for Sample 2
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2629.3 grams
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Mass of sample in water for Sample 2
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1615 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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2.595
|
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Specific Gravity for Sample 2
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2.592
|
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Average Specific Gravity
|
2.594
|
|
Theoretical maximum density at 25°C (77°F)
|
2586.5 kg/m^3
|
DIME Test ID: 2024-08-27-104-2
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: 10/09/2024
Date Tested: 10/09/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.548
|
|
Bulk Specific Gravity 2
|
2.548
|
|
Bulk Specific Gravity 3
|
2.551
|
|
Average Bulk Specific Gravity
|
2.549
|
DIME Test ID: 2024-08-27-104-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/09/2024
Date Tested: 10/09/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Percent Air Voids
|
1.8 %
|
|
Percent Air Voids 2
|
1.8 %
|
|
Percent Air Voids 3
|
1.7 %
|
|
Average Percent Air Voids
|
1.8 %
|
