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: 2026-01-28-27
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: 01/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/29/2026
The quantity of what the sample constitutes: 423 Tons
A brief description of the sample: 2x HMA cores
From where was the sample collected: Job Site
Laboratory sample identification: 260128-L3SL1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Construction
DIME Test ID: 2026-01-28-27-2
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: 02/01/2026
Date Tested: 01/29/2026
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
|
1523.3 grams
|
|
Mass of sample in water for Sample 1
|
902.9 grams
|
|
Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
|
2.455
|
|
Theoretical maximum density at 25°C (77°F)
|
152.8 lb/ft^3
|
DIME Test ID: 2026-01-28-27-3
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 02/01/2026
Date Tested: 01/30/2026
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: Performed under T275
L3 SL1A
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Cores
|
1
|
|
Core 1 ID
|
1A
|
|
Dry Weight 1
|
1081.3 grams
|
|
Parrafin Coated Weight 1
|
1091.3 grams
|
|
Coated Weight in Water 1
|
624.9 grams
|
|
Theoretical Maximum Density
|
2.455
|
DIME Test ID: 2026-01-28-27-4
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 02/01/2026
Date Tested: 01/30/2026
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: Performed under T275
L3 SL1B
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Cores
|
1
|
|
Core 1 ID
|
1B
|
|
Dry Weight 1
|
1230.6 grams
|
|
Parrafin Coated Weight 1
|
1242.8 grams
|
|
Coated Weight in Water 1
|
706.1 grams
|
|
Theoretical Maximum Density
|
2.455
|
