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Sample Record for 2024-09-03-64

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-41,46-44.5/45.3,54.0/57.8
Work Description: Wye Segment - Route 41/46 Separation
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Brian Harrington Structure Rep.: Dave Lewis

Sample Information

DIME Sample ID: 2024-09-03-64
TL Number from the TL Form: L2 SL1C
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: 09/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/02/2024
The quantity of what the sample constitutes: L230077A L2 SL1C - 250 tons
A brief description of the sample: 3/4 HMA boxes, Dispute cores
From where was the sample collected: Manufacturer
Laboratory sample identification: 240903 L2 SL1C
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific Materials - Avenal

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 1
HMA Mix Number: L230077A
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test 1 of 3

DIME Test ID: 2024-09-03-64-1
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: 10/04/2024
Date Tested: 10/04/2024
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: Please perform T 209 on boxed HMA
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
What is the unit of measurement for theoretical density? SI Units
Mass Determination Water
Method Performed no data
Mass of oven-dry sample in air for Sample 1 2779.6 grams
Mass of sample in water for Sample 1 1647.9 grams
Mass of oven-dry sample in air for Sample 2 2553 grams
Mass of sample in water for Sample 2 1511.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.456
Specific Gravity for Sample 2 2.452
Average Specific Gravity 2.454
Theoretical maximum density at 25°C (77°F) 2446.9 kg/m^3

Test 2 of 3

DIME Test ID: 2024-09-03-64-2
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: 10/04/2024
Date Tested: 10/04/2024
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: Please run T275 on core L2 SL1C
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.169

Test 3 of 3

DIME Test ID: 2024-09-03-64-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/04/2024
Date Tested: 10/04/2024
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 11.6 %