Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214921 DEA: 09367404 EFIS: 0916000025
QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-14-R4.7/R12.6
Work Description: CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location Description: KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
Contractor Name: Jesus Pena
Contractor Address: 18201 Von Karman, Suite #800, IRVINE CA 92612
Resident Engineer: Hin Hartanto Structure Rep.: Unknown
DIME Sample ID: 2021-05-03-34
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2021
The quantity of what the sample constitutes: 2 HMA boxes
A brief description of the sample: 3/4" HMA-A-SP R25 0.8% Dry Lime
From where was the sample collected: Manufacturer
Laboratory sample identification: 0266A-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Big Rock , Granite Construction
DIME Test ID: 2021-05-03-34-1
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: 06/04/2021
Date Tested: 05/10/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.500
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-05-03-34-2
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: 06/04/2021
Date Tested: 05/08/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
no data
|
|
Mass of HMA Sample prior to ignition
|
no data
|
|
Corrected Asphalt Binder Content
|
4.71 %
|
|
Mass Loss
|
no data
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
|
Moisture Content
|
no data
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
no data
|
