Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214135 DEA: 09213404 EFIS: 0900000030
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Sheila Reyes
DIME Sample ID: 2023-09-15-14
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2023
The quantity of what the sample constitutes: 1 box 3 cores
A brief description of the sample: 3/4" WMA-SP R25
From where was the sample collected: Job Site
Laboratory sample identification: CR-11
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel
DIME Test ID: 2023-09-15-14-1
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: 09/19/2023
Date Tested: 09/15/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
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
|
7338.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2555.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8877.9 grams
|
|
Temperature of Water
|
76.6 °F
|
|
Specific Gravity for Sample 1
|
2.517
|
|
Theoretical maximum density at 25°C (77°F)
|
156.7 lb/ft^3
|
DIME Test ID: 2023-09-15-14-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/19/2023
Date Tested: 09/19/2023
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: Compaction Results
CR-11 A - 91.5%
CR-11 B - 91.8%
CR 11 C - 91.9%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
8.5 %
|
|
Percent Air Voids 2
|
8.2 %
|
|
Percent Air Voids 3
|
8.1 %
|
|
Average Percent Air Voids
|
8.3 %
|
DIME Test ID: 2023-09-15-14-3
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: 09/19/2023
Date Tested: 09/18/2023
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: Cores CR-11 A, B, & C
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.303
|
|
Bulk Specific Gravity 2
|
2.31
|
|
Bulk Specific Gravity 3
|
2.312
|
|
Average Bulk Specific Gravity
|
2.308
|
