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Sample Record for 2023-09-17-10

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Project Information

Project ID: 215336 DEA: 051G9804 EFIS: 0516000009 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-1-10.0/16.8
Work Description: RHMA (GAP GRADED), RETAINING WALL, CURB RAMPS AND LIGHTING SYSTEMS.
Location Description: SAN LUIS OBISPO COUNTY FROM GRACIA WAY AT OCEANO TO ROUTE 1/101 SEPARATION IN PISMO BEACH.
Contractor Name: CALPORTLAND CONSTRUCTION
Contractor Address: 1625 E DONOVAN RD, SANTA MARIA, CA 93454
Resident Engineer: ALBERT REED Structure Rep.: Sal Heredia

Sample Information

DIME Sample ID: 2023-09-17-10
TL Number from the TL Form: C230917A
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2023
The quantity of what the sample constitutes: Up to 750 Tons
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification: 230917A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland-Garey

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: D1215H530

Test Results

Test 1 of 2

DIME Test ID: 2023-09-17-10-1
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: 11/20/2023
Date Tested: 09/18/2023
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: L1SL01 Rice
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 3
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.291
Specific Gravity for Sample 2 2.278
Specific Gravity for Sample 3 2.279
Average Specific Gravity 2.283
Theoretical maximum density at 25°C (77°F) 142.5 lb/ft^3

Test 2 of 2

DIME Test ID: 2023-09-17-10-4
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: 11/17/2023
Date Tested: 09/18/2023
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: L1SL01 Cores
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.177

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-09-17-10-3AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)11/15/2023Not scheduledSalvador Lopez-ZamoraCT D05 - San Luis Obispo District LaboratoryL1SL01 AV
2023-09-17-10-5AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)11/15/2023Not scheduledSalvador Lopez-ZamoraCT D05 - San Luis Obispo District LaboratoryL1SL01 Binder