Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993573 DEA: 061C5204 EFIS: 0621000173
QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-198-7.4/R9.4,R14.8/T21.6
Work Description: COLD PLANE AC PAVEMENT AND PLACE RHMA (GAP GRADED) AND HMA (TYPE A).
Location Description: KINGS COUNTY IN AND NEAR LEMOORE FROM 1.5 MILES WEST OF ROUTE 41/198 SEPARATION TO 0.1 MILE WEST OF NINETEENTH AVENUE OVERCROSSING AND FROM 0.1 MILE EAST OF FOURTEENTH AVENUE UNDERCROSSING TO 0.6 MILE EAST OF ROUTE 43/198 SEPARATION
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Din Dadawalla Structure Rep.: Unknown
DIME Sample ID: 2023-04-13-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 OGFC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga
DIME Test ID: 2023-04-13-21-1
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: 04/14/2023
Date Tested: 04/14/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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
|
2871.1 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4458.6 g
|
Mass of HMA Sample prior to ignition
|
1587.5 g
|
Corrected Asphalt Binder Content
|
4.61 %
|
Mass Loss
|
88.1 g
|
Mass of aggregate remaining after ignition
|
1499.4 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.75 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.19 %
|
Test Temperature
|
482 C
|