Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212246 DEA: 053307A4 EFIS: 0514000027
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-49.7/54.6
Work Description: Cholame Segment
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Andrew Borrelli Structure Rep.: Dave Lewis
DIME Sample ID: 2024-06-27-89
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Sample Organization Contact: 805-540-9933
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2024
The quantity of what the sample constitutes: L220596T L2 SL4 - 750 tons
A brief description of the sample: 3/4 HMA boxes, Aggs, Rap, and Oil
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific Materials - Templeton
DIME Test ID: 2024-06-27-89-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/08/2024
Date Tested: 08/08/2024
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:
|
Percent Air Voids
|
5.2 %
|
|
Percent Air Voids 2
|
5 %
|
|
Percent Air Voids 3
|
5.4 %
|
|
Average Percent Air Voids
|
5.2 %
|
DIME Test ID: 2024-06-27-89-2
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: 08/08/2024
Date Tested: 08/05/2024
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
|
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
|
2510.5 grams
|
|
Mass of sample in water for Sample 1
|
1474.3 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
2523.4 grams
|
|
Mass of sample in water for Sample 2
|
1481.7 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.423
|
|
Specific Gravity for Sample 2
|
2.422
|
|
Average Specific Gravity
|
2.423
|
|
Theoretical maximum density at 25°C (77°F)
|
150.8 lb/ft^3
|
DIME Test ID: 2024-06-27-89-3
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: 08/08/2024
Date Tested: 08/06/2024
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
|
2.297
|
|
Bulk Specific Gravity 2
|
2.302
|
|
Bulk Specific Gravity 3
|
2.291
|
|
Average Bulk Specific Gravity
|
2.297
|
