Print Report | Back to Sample Detail

Sample Record for 2025-09-10-68

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2025-09-10-68
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: 09/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2025
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: 25-09-10-68-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

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
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2025-09-10-68-1
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: 09/29/2025
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 4045 g
Mass of the specimen and specimen basket assembly prior to ignition 5552.2 g
Mass of HMA Sample prior to ignition 1507.2 g
Corrected Asphalt Binder Content 7.71 %
Mass Loss 131 g
Mass of aggregate remaining after ignition 1376.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.98 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 4

DIME Test ID: 2025-09-10-68-2
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: 09/29/2025
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 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 1510.1 grams
Mass of container filled with the sample and water for Sample 1 8357.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.402
Theoretical maximum density at 25°C (77°F) 149.5 lb/ft^3

Test 3 of 4

DIME Test ID: 2025-09-10-68-3
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 12/11/2025
Date Tested: 12/05/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Cores 3
Core 1 ID 1 A 17
Dry Weight 1 1050.2 grams
Parrafin Coated Weight 1 1072.5 grams
Coated Weight in Water 1 583 grams
Theoretical Maximum Density 2.402
Core 2 ID 1 B 17
Dry Weight 2 1036.4 grams
Parrafin Coated Weight 2 1057.9 grams
Coated Weight in Water 2 578.2 grams
Core 3 ID 1 C 17
Dry Weight 3 834.1 grams
Parrafin Coated Weight 3 855.1 grams
Coated Weight in Water 3 460.1 grams
Sublot Relative Compaction 94.1 %

Test 4 of 4

DIME Test ID: 2025-09-10-68-4
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 12/11/2025
Date Tested: 12/05/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Cores 2
Core 1 ID 1 A 18
Dry Weight 1 999.6 grams
Parrafin Coated Weight 1 1020.3 grams
Coated Weight in Water 1 556.5 grams
Theoretical Maximum Density 2.402
Core 2 ID 1 B 18
Dry Weight 2 847.8 grams
Parrafin Coated Weight 2 868.8 grams
Coated Weight in Water 2 468.7 grams
Sublot Relative Compaction 94.1 %