Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58,204-R53.4/R54.5,R0.0/4.6
Work Description: MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS.
Location Description: KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET
Contractor Name: PTM General Engineering
Contractor Address: 5942 Acorn Street, Riverside,CA 92504
Resident Engineer: Trever Shiplee Structure Rep.: Ulysis Baal
DIME Sample ID: 2024-03-21-38
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/22/2024
The quantity of what the sample constitutes: L1SL22
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari
DIME Test ID: 2024-03-21-38-1
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: 03/22/2024
Date Tested: 03/22/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: L1SL22
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
SI Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7326.7 grams
|
Mass of oven-dry sample in air for Sample 1
|
2555.3 grams
|
Mass of container filled with the sample and water for Sample 1
|
8874.3 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.536
|
Theoretical maximum density at 25°C (77°F)
|
2528.6 kg/m^3
|
DIME Test ID: 2024-03-21-38-2
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: 03/22/2024
Date Tested: 03/22/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: L1SL21
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
3947.1 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6159.2 g
|
Mass of HMA Sample prior to ignition
|
2212.1 g
|
Corrected Asphalt Binder Content
|
4.82 %
|
Mass Loss
|
116.4 g
|
Mass of aggregate remaining after ignition
|
2095.7 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.44 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 F
|
DIME Test ID: 2024-03-21-38-3
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: 03/26/2024
Date Tested: 03/26/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.388
|
Bulk Specific Gravity 2
|
2.387
|
Average Bulk Specific Gravity
|
2.388
|