Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994895 DEA: 060X2804 EFIS: 0618000049
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-60.1/66.2
Work Description: COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location Description: FRESNO COUNTY ABOUT 21 MILES WEST OF MENDOTA FROM SHIELDS AVENUE OVERCROSSING TO MERCED COUNTY LINE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Haidar Haddadin Structure Rep.: Unknown
DIME Sample ID: 2024-06-09-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/09/2024
The quantity of what the sample constitutes: 143T
A brief description of the sample: 3/4" HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga
DIME Test ID: 2024-06-09-2-3
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: 06/11/2024
Date Tested: 06/10/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
2874.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4984.7 g
|
|
Mass of HMA Sample prior to ignition
|
2110.4 g
|
|
Corrected Asphalt Binder Content
|
4.59 %
|
|
Mass Loss
|
124.8 g
|
|
Mass of aggregate remaining after ignition
|
1985.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.19 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.13 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2024-06-09-2-4
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: 06/12/2024
Date Tested: 06/11/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: retest with granite lab
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
|
2874.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5067.3 g
|
|
Mass of HMA Sample prior to ignition
|
2193 g
|
|
Corrected Asphalt Binder Content
|
4.96 %
|
|
Mass Loss
|
138 g
|
|
Mass of aggregate remaining after ignition
|
2055 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.2 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.13 %
|
|
Test Temperature
|
482 C
|
