Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000010 DEA: 061F8904 EFIS: 0623000107
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-63-4.0/5.5
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA.
Location Description: TULARE COUNTY IN AND NEAR VISALIA FROM AVENUE 264 TO VISALIA PARKWAY
Contractor Name: A. TEICHERT & SON INC DBA TEICHERT CONSTRUCTION
Contractor Address: 5771 S. Toyota Ave, Fresno, CA 93725
Resident Engineer: Tyler Street Structure Rep.: Unknown
DIME Sample ID: 2024-09-04-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/04/2024
The quantity of what the sample constitutes: L2SL2
A brief description of the sample: 1/2" RHMA_G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jaxon Baker/Deer Creek
DIME Test ID: 2024-09-04-20-1
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: 09/04/2024
Date Tested: 09/04/2024
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:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
2918 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4463 g
|
Mass of HMA Sample prior to ignition
|
1545 g
|
Corrected Asphalt Binder Content
|
7.44 %
|
Mass Loss
|
123.5 g
|
Mass of aggregate remaining after ignition
|
1421.5 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.36 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
0.19 %
|
Test Temperature
|
538 F
|