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Sample Record for 2024-08-08-89

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Project Information

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

Sample Information

DIME Sample ID: 2024-08-08-89
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: 08/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2024
The quantity of what the sample constitutes: 722 tons
A brief description of the sample: L223535A 1/2 HMA-A 15% RAP & LAS
From where was the sample collected: Source
Laboratory sample identification: 240808 L4 SL1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific Materials - Avenal

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 4
Sublot number: 1
HMA Mix Number: L223535A
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-08-08-89-2
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: 08/30/2024
Date Tested: 08/30/2024
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 2.294
Bulk Specific Gravity 2 2.293
Bulk Specific Gravity 3 2.282
Average Bulk Specific Gravity 2.29

Test 2 of 3

DIME Test ID: 2024-08-08-89-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/30/2024
Date Tested: 08/30/2024
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 6.1 %
Percent Air Voids 2 6.1 %
Percent Air Voids 3 6.6 %
Average Percent Air Voids 6.3 %

Test 3 of 3

DIME Test ID: 2024-08-08-89-4
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: 08/30/2024
Date Tested: 08/30/2024
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 1546.9 grams
Mass of sample in water for Sample 1 914.2 grams
Mass of oven-dry sample in air for Sample 2 1578.2 grams
Mass of sample in water for Sample 2 931.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.445
Specific Gravity for Sample 2 2.442
Average Specific Gravity 2.444
Theoretical maximum density at 25°C (77°F) 152.1 lb/ft^3