Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2023-10-19-44
TL Number from the TL Form: 231019A
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: 10/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2023
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: 231019B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland-Garey
DIME Test ID: 2023-10-19-44-1
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: 10/20/2023
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: L1SL16 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
|
2.327
|
Specific Gravity for Sample 2
|
2.336
|
Specific Gravity for Sample 3
|
2.317
|
Average Specific Gravity
|
2.327
|
Theoretical maximum density at 25°C (77°F)
|
145.3 lb/ft^3
|
DIME Test ID: 2023-10-19-44-2
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: 11/20/2023
Date Tested: 10/20/2023
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: L1SL16 Cores.
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity
|
2.158
|
Bulk Specific Gravity 2
|
2.191
|
Bulk Specific Gravity 3
|
2.111
|
Average Bulk Specific Gravity
|
2.153
|