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Sample Record for 2023-11-01-65

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

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: 2023-11-01-65
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: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2023
The quantity of what the sample constitutes: Lot 3 Sublot 3 - 750 tons
A brief description of the sample: 3/4" HMA-A w/15% RAP & WMA
From where was the sample collected: Job Site
Laboratory sample identification: 231106 L3 SL3
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Construction

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 3
Sublot number: 3
HMA Mix Number: L230077A

Test Results

Test 1 of 2

DIME Test ID: 2023-11-01-65-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/07/2023
Date Tested: 11/06/2023
Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Organization Address: 102 South Whitley Gardens Drive,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93346
Organization Email: kyle.engen@dot.ca.gov
Organization Phone: (805) 540-9933
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7444.1 grams
Mass of oven-dry sample in air for Sample 1 2537.9 grams
Mass of container filled with the sample and water for Sample 1 8951.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.463
Theoretical maximum density at 25°C (77°F) 153.3 lb/ft^3

Test 2 of 2

DIME Test ID: 2023-11-01-65-3
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: 11/16/2023
Date Tested: 11/06/2023
Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Organization Address: 102 South Whitley Gardens Drive,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93346
Organization Email: kyle.engen@dot.ca.gov
Organization Phone: (805) 540-9933
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.204
Bulk Specific Gravity 2 2.226
Bulk Specific Gravity 3 2.287
Average Bulk Specific Gravity 2.239

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-11-01-65-1AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)11/07/2023Not scheduledKyle EngenCT D05 - Whitley Gardens Field Laboratory