Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994400 DEA: 09378904 EFIS: 0919000003
QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-14-46.2/52.8
Work Description: RHMA PLACED OVER PARTIAL DEPTH RECYCLING.
Location Description: KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE
Contractor Name: STATEWIDE TRAFFIC SIGN AND SAFETY
Contractor Address: 4400 State Road, Bakersfield, CA 93308
Resident Engineer: Damon Cherenzia Structure Rep.: Unknown
DIME Sample ID: 2023-06-21-37
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: 06/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2023
The quantity of what the sample constitutes: 1 box
A brief description of the sample: RHMA
From where was the sample collected: Source
Laboratory sample identification: RHMA-15
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec
DIME Test ID: 2023-06-21-37-1
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: 07/12/2023
Date Tested: 06/28/2023
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: RHMA-15
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
|
7310.5 grams
|
Mass of oven-dry sample in air for Sample 1
|
2039.4 grams
|
Mass of container filled with the sample and water for Sample 1
|
8525.1 grams
|
Temperature of Water
|
77.3 °F
|
Specific Gravity for Sample 1
|
2.473
|
Theoretical maximum density at 25°C (77°F)
|
153.9 lb/ft^3
|
DIME Test ID: 2023-06-21-37-2
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: 07/12/2023
Date Tested: 06/27/2023
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: RHMA-15
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
|
4243.1 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6287.2 g
|
Mass of HMA Sample prior to ignition
|
2044.1 g
|
Corrected Asphalt Binder Content
|
7.45 %
|
Mass Loss
|
155.3 g
|
Mass of aggregate remaining after ignition
|
1888.8 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.15 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-06-21-37-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/12/2023
Date Tested: 06/29/2023
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: RHMA-15
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
3.3 %
|
Percent Air Voids 2
|
3.2 %
|
Percent Air Voids 3
|
3.3 %
|
Percent Air Voids Average
|
3.3 %
|
DIME Test ID: 2023-06-21-37-5
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: 07/12/2023
Date Tested: 06/28/2023
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: RHMA-15
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
4
|
Bulk Specific Gravity 1
|
2.308
|
Bulk Specific Gravity 2
|
2.308
|
Bulk Specific Gravity 3
|
2.303
|
Bulk Specific Gravity 4
|
2.304
|
Percent of water absorbed by volume 1
|
1.25 %
|
Percent of water absorbed by volume 2
|
1.28 %
|
Percent of water absorbed by volume 3
|
1.38 %
|
Percent of water absorbed by volume 4
|
1.41 %
|
Average Bulk Specific Gravity
|
2.306
|
DIME Test ID: 2023-06-21-37-6
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: 07/12/2023
Date Tested: 06/28/2023
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: RHMA-15
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.392
|
Bulk Specific Gravity 2
|
2.395
|
Bulk Specific Gravity 3
|
2.392
|
Average Bulk Specific Gravity
|
2.393
|
DIME Test ID: 2023-06-21-37-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/12/2023
Date Tested: 06/30/2023
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: RHMA-15
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)
|
20000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
20000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
3.66 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
4.15 mm
|
Stripping Inflection Point (Wheel A)
|
0
|
Stripping Inflection Point (Wheel B)
|
0
|