Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993570 DEA: 051N6304 EFIS: 0521000069
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-20.2/30.0
Work Description: OVERLAY EXISTING ROADWAY WITH RHMA-G (BWC).
Location Description: SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM 0.1 MILE NORTH OF WESTERN DRIVE TO 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 120 Granite Rock, San Jose, CA 95136
Resident Engineer: Hollee Buckman Structure Rep.: Unknown
DIME Sample ID: 2022-08-18-87
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: 08/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/02/2022
The quantity of what the sample constitutes: 16 boxes of mix
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: A.R. Wilson Quarry Aromas Batch Plant
DIME Test ID: 2022-08-18-87-1
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: 09/13/2022
Date Tested: 09/09/2022
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:
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.426
|
|
Bulk Specific Gravity 2
|
2.427
|
|
Bulk Specific Gravity 3
|
2.425
|
|
Average Bulk Specific Gravity
|
2.426
|
DIME Test ID: 2022-08-18-87-3
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: 09/14/2022
Date Tested: 09/14/2022
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:
|
Number of tests
|
2
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Water
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of oven-dry sample in air for Sample 1
|
1526.4 grams
|
|
Mass of sample in water for Sample 1
|
906.4 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
1607.4 grams
|
|
Mass of sample in water for Sample 2
|
954.5 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.462
|
|
Specific Gravity for Sample 2
|
2.462
|
|
Average Specific Gravity
|
2.462
|
|
Theoretical maximum density at 25°C (77°F)
|
153.2 lb/ft^3
|
DIME Test ID: 2022-08-18-87-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/14/2022
Date Tested: 09/14/2022
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:
Additional Comments When Verified:
|
Percent Air Voids
|
1.5 %
|
|
Percent Air Voids 2
|
1.4 %
|
|
Percent Air Voids 3
|
1.5 %
|
|
Percent Air Voids Average
|
1.5 %
|
