Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993811 DEA: 11422304 EFIS: 1115000180
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-78-0.3/R16.0
Work Description: CULVERT REPAIRS, COLD PLANE, RHMA-G, MODIFY LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROUTE 78/5 SEPARATION TO 0.5 MILE WEST OF ROUTE 15/78 SEPARATION
Contractor Name: HAZARD CONSTRUCTION COMPANY
Contractor Address: 10529 Vine Streeet, Lakeside, CA 92040
Resident Engineer: Ramesh Narahari Structure Rep.: Unknown
DIME Sample ID: 2024-05-13-56
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: 05/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2024
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 1/2" RHMA
From where was the sample collected: Supplier
Laboratory sample identification: 0512-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2024-05-13-56-1
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: 05/21/2024
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: Does not comply - Target - 7.5%
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
|
4029.2 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5594.1 g
|
Mass of HMA Sample prior to ignition
|
1564.9 g
|
Corrected Asphalt Binder Content
|
6.97 %
|
Mass Loss
|
115.3 g
|
Mass of aggregate remaining after ignition
|
1449.6 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.40 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-05-13-56-2
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: 05/21/2024
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 - 2.457
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
|
1548.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8391.5 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.443
|
Theoretical maximum density at 25°C (77°F)
|
152.1 lb/ft^3
|