Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993529 DEA: 11430514 EFIS: 1119000008
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-R31.3/R37.1
Work Description: CRCP, FIBER OPTIC CABLE, AND HMA.
Location Description: SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 13170 Telfair Ave, Sylmar, CA 91342
Resident Engineer: Jason Alsheikh Structure Rep.: Tan Cao
DIME Sample ID: 2024-05-07-41
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2024
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Source
Laboratory sample identification: 6639-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2024-05-07-41-1
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: 05/23/2024
Date Tested: 05/16/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Keep post burn aggregates and give to Mohammad for T30
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
|
3930.0 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5974.9 g
|
|
Mass of HMA Sample prior to ignition
|
2044.9 g
|
|
Corrected Asphalt Binder Content
|
4.91 %
|
|
Mass Loss
|
113.2 g
|
|
Mass of aggregate remaining after ignition
|
1931.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.63 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
0.00 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-05-07-41-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 05/23/2024
Date Tested: 05/16/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies - Target - 2.452
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7477.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2532.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8985.1 grams
|
|
Temperature of Water
|
0 °F
|
|
Specific Gravity for Sample 1
|
2.472
|
|
Theoretical maximum density at 25°C (77°F)
|
153.9 lb/ft^3
|
