Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993798 DEA: 09366804 EFIS: 0916000021
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-117.3/117.9
Work Description: MEADOW FARMS ADA
Location Description: INYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. BOX 2210, PISMO BEACH, CA 93448-2210
Resident Engineer: Adam Zumstein Structure Rep.: Mulugheta Belay
DIME Sample ID: 2025-11-03-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2025
The quantity of what the sample constitutes: 8 boxes of HMA
A brief description of the sample: 3/4” HMA
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges Plant Bishop
DIME Test ID: 2025-11-03-3-2
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: 11/04/2025
Date Tested: 11/04/2025
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: PSU-02
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.388
|
|
Bulk Specific Gravity 2
|
2.388
|
|
Bulk Specific Gravity 3
|
2.389
|
|
Average Bulk Specific Gravity
|
2.388
|
DIME Test ID: 2025-11-03-3-3
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/04/2025
Date Tested: 11/04/2025
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: PSU-02
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7310.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2108.8 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8559.7 grams
|
|
Temperature of Water
|
77.1 °F
|
|
Specific Gravity for Sample 1
|
2.453
|
|
Theoretical maximum density at 25°C (77°F)
|
152.7 lb/ft^3
|
DIME Test ID: 2025-11-03-3-4
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 11/04/2025
Date Tested: 11/04/2025
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: PSU-02
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4255.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6411 g
|
|
Corrected Asphalt Binder Content
|
4.87 %
|
|
Mass of HMA Sample prior to ignition
|
2155.4 g
|
|
Mass Loss
|
110.9 g
|
|
Mass of aggregate remaining after ignition
|
2044.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.28 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-11-03-3-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/04/2025
Date Tested: 11/04/2025
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: PSU-02
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
2.6 %
|
|
Percent Air Voids 2
|
2.6 %
|
|
Percent Air Voids 3
|
2.6 %
|
|
Average Percent Air Voids
|
2.6 %
|
