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Sample Record for 2023-10-10-86

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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: 2023-10-10-86
TL Number from the TL Form: 231010A
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: 10/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2023
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: 231010A
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: 10
HMA Mix Number: D1215H530
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-10-10-86-1
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: 11/17/2023
Date Tested: 10/11/2023
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: L1SL10 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 2.319
Specific Gravity for Sample 2 2.316
Specific Gravity for Sample 3 2.325
Average Specific Gravity 2.32
Theoretical maximum density at 25°C (77°F) 144.8 lb/ft^3

Test 2 of 2

DIME Test ID: 2023-10-10-86-3
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: 11/17/2023
Date Tested: 10/11/2023
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: L1SL10 Cores.
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.207
Bulk Specific Gravity 2 2.191
Bulk Specific Gravity 3 2.146
Average Bulk Specific Gravity 2.181

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-10-10-86-2AASHTO 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 LaboratoryL1SL10 AV.
2023-10-10-86-4AASHTO 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 LaboratoryL1SL10 Binder.