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: 2024-06-10-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2024
The quantity of what the sample constitutes: 750T - 4000T - 10,000T
A brief description of the sample: HMA-R110
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand & Gravel Olancha plant
DIME Test ID: 2024-06-10-1-1
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 06/14/2024
Date Tested: 06/12/2024
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: HMA-R110
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
4
|
Bulk Specific Gravity 1
|
2.340
|
Bulk Specific Gravity 2
|
2.335
|
Bulk Specific Gravity 3
|
2.339
|
Bulk Specific Gravity 4
|
2.337
|
Percent of water absorbed by volume 1
|
1.48 %
|
Percent of water absorbed by volume 2
|
1.70 %
|
Percent of water absorbed by volume 3
|
1.57 %
|
Percent of water absorbed by volume 4
|
1.61 %
|
Average Bulk Specific Gravity
|
2.338
|
DIME Test ID: 2024-06-10-1-2
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: 06/14/2024
Date Tested: 06/10/2024
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: HMA-R110
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
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
|
7310.5 grams
|
Mass of oven-dry sample in air for Sample 1
|
2337.3 grams
|
Mass of container filled with the sample and water for Sample 1
|
8716.7 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.510
|
Theoretical maximum density at 25°C (77°F)
|
156.2 lb/ft^3
|
DIME Test ID: 2024-06-10-1-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/14/2024
Date Tested: 06/11/2024
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: HMA-R110
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
2.6 %
|
Percent Air Voids 2
|
2.9 %
|
Percent Air Voids 3
|
3.1 %
|
Percent Air Voids Average
|
2.9 %
|
DIME Test ID: 2024-06-10-1-4
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: 06/14/2024
Date Tested: 06/11/2024
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: HMA-R110
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.444
|
Bulk Specific Gravity 2
|
2.437
|
Bulk Specific Gravity 3
|
2.433
|
Average Bulk Specific Gravity
|
2.438
|
DIME Test ID: 2024-06-10-1-5
Test Method: AASHTO T308-10: 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: 06/14/2024
Date Tested: 06/10/2024
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: HMA-R110
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
|
4272.4 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6653.0 g
|
Mass of HMA Sample prior to ignition
|
2380.6 g
|
Corrected Asphalt Binder Content
|
4.42 %
|
Mass Loss
|
110.0 g
|
Mass of aggregate remaining after ignition
|
2270.6 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.20 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-06-10-1-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/14/2024
Date Tested: 06/12/2024
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: HMA-R110
Test Result Compliance: complies
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
15000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
15000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
2.44 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
2.97 mm
|
Stripping Inflection Point (Wheel A)
|
0
|
Stripping Inflection Point (Wheel B)
|
0
|