Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO,KER-46-60.3/60.8,0.0/0.4
Work Description: VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE.
Location Description: SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE.
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Andrew Borelli Structure Rep.: Unknown
DIME Sample ID: 2025-10-30-39
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: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/30/2025
The quantity of what the sample constitutes: 333 Tons
A brief description of the sample: 2x HMA cores
From where was the sample collected: Job Site
Laboratory sample identification: 251030-L1 SL5
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Construction
DIME Test ID: 2025-10-30-39-1
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: 11/05/2025
Date Tested: 11/03/2025
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: L1 SL5A 90.7%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.13
|
DIME Test ID: 2025-10-30-39-2
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: 11/05/2025
Date Tested: 10/31/2025
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:
Additional Comments When Verified:
|
Number of tests
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1
|
|
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
|
1718.5 grams
|
|
Mass of sample in water for Sample 1
|
986.6 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.348
|
|
Theoretical maximum density at 25°C (77°F)
|
146.2 lb/ft^3
|
DIME Test ID: 2025-10-30-39-3
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: 11/05/2025
Date Tested: 11/03/2025
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: L1 SL5B 92.1%
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.162
|
