Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000402 DEA: 11430384 EFIS: 1118000114
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-23.7/28.5
Work Description: REPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: 10529 VINE STREET, LAKESIDE, CA 92040
Resident Engineer: Karl Hartline Structure Rep.: Unknown
DIME Sample ID: 2025-08-28-69
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Per Request
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2025
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification: 25-08-28-69-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 326122 Otay SJR
Binder content (%): 7.8
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: SJR
RAP content (%): 0
WMA Additives: Yes
Antistrip type: No
DIME Test ID: 2025-08-28-69-1
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: 09/30/2025
Date Tested: 09/25/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Target 7.8%
Complies
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
|
4059.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5581.7 g
|
|
Mass of HMA Sample prior to ignition
|
1522.1 g
|
|
Corrected Asphalt Binder Content
|
8.28 %
|
|
Mass Loss
|
141 g
|
|
Mass of aggregate remaining after ignition
|
1381.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.98 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-08-28-69-2
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: 09/30/2025
Date Tested: 09/25/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Target 2.418
Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
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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
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1527 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8375.8 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.436
|
|
Theoretical maximum density at 25°C (77°F)
|
151.6 lb/ft^3
|
