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: 2023-04-19-14
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2023
The quantity of what the sample constitutes: 16 Boxes
A brief description of the sample: 3/4" RHMA-G PG64-16 w/Lime
From where was the sample collected: Source
Laboratory sample identification: 2931
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec
DIME Test ID: 2023-04-19-14-1
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: 04/25/2023
Date Tested: 04/13/2023
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: Hamburg Samples
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
4
|
Bulk Specific Gravity 1
|
2.302
|
Bulk Specific Gravity 2
|
2.306
|
Bulk Specific Gravity 3
|
2.309
|
Bulk Specific Gravity 4
|
2.309
|
Percent of water absorbed by volume 1
|
1.48 %
|
Percent of water absorbed by volume 2
|
1.53 %
|
Percent of water absorbed by volume 3
|
1.47 %
|
Percent of water absorbed by volume 4
|
1.63 %
|
Average Bulk Specific Gravity
|
2.307
|
DIME Test ID: 2023-04-19-14-2
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: 04/25/2023
Date Tested: 04/20/2023
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
|
7310.5 grams
|
Mass of oven-dry sample in air for Sample 1
|
2149.8 grams
|
Mass of container filled with the sample and water for Sample 1
|
8590.0 grams
|
Temperature of Water
|
76.8 °F
|
Specific Gravity for Sample 1
|
2.470
|
Theoretical maximum density at 25°C (77°F)
|
153.7 lb/ft^3
|
DIME Test ID: 2023-04-19-14-3
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: 04/25/2023
Date Tested: 04/25/2023
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:
Bulk Specific Gravity
|
2.395
|
Bulk Specific Gravity 2
|
2.399
|
Bulk Specific Gravity 3
|
2.398
|
Average Bulk Specific Gravity
|
2.397
|
DIME Test ID: 2023-04-19-14-4
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: 04/25/2023
Date Tested: 04/20/2023
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:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
4236.0 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6260.1 g
|
Mass of HMA Sample prior to ignition
|
2024.1 g
|
Corrected Asphalt Binder Content
|
7.46 %
|
Mass Loss
|
154.0 g
|
Mass of aggregate remaining after ignition
|
1870.1 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: 2023-04-19-14-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/25/2023
Date Tested: 04/25/2023
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:
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)
|
4.73 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
4.99 mm
|
Stripping Inflection Point (Wheel A)
|
0
|
Stripping Inflection Point (Wheel B)
|
0
|
DIME Test ID: 2023-04-19-14-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/25/2023
Date Tested: 04/25/2023
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:
Percent Air Voids
|
3.0 %
|
Percent Air Voids 2
|
2.9 %
|
Percent Air Voids 3
|
2.9 %
|
Percent Air Voids Average
|
2.9 %
|