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Sample Record for 2022-04-27-9

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

Project Information

Project ID: 993271 DEA: 11430604 EFIS: 1119000026 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8,805-5.6/17.4
Work Description: INSTALL HIGH FRICTION SURFACE TREATMENT
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN SAN DIEGO COUNTY IN SAN DIEGO ON ROUTE 8 AT ROUTE 15/8 SEPARATION AND ON ROUTE 805 AT NORTHBOUND 805 TO EASTBOUND 8 CONNECTOR
Contractor Name: HAZARD CONSTRUCTION COMPANY
Contractor Address: 10529 Vine Street, Lakeside, CA, 92040
Resident Engineer: Genaro Genel-Trujillo Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-04-27-9
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: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/27/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/28/2022
The quantity of what the sample constitutes: 12 boxes, 2 bags, 3 cans
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2022-04-27-9-1
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: 08/29/2024
Date Tested: 05/04/2022
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: 5801-JMFR 11-430604 Fail
Test Result Compliance: does not comply
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 8.08 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.71 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 2 of 5

DIME Test ID: 2022-04-27-9-2
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: 08/29/2024
Date Tested: 05/02/2022
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: 2801-JMFR 11-430604
Test Result Compliance: not applicable
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 2.435
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 5

DIME Test ID: 2022-04-27-9-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/29/2024
Date Tested: 05/13/2022
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: 5801-JMFR 11-2T2184
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 1.7 %
Percent Air Voids 2 2.2
Percent Air Voids 3 2.1
Average Percent Air Voids 2

Test 4 of 5

DIME Test ID: 2022-04-27-9-4
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 08/29/2024
Date Tested: 05/13/2022
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: 5801-JMFR 11-430604
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.394
Bulk Specific Gravity 2 2.382
Bulk Specific Gravity 3 2.385
Average Bulk Specific Gravity 2.387

Test 5 of 5

DIME Test ID: 2022-04-27-9-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/29/2024
Date Tested: 05/11/2022
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: 5801-JMFR 430604 Pass
Test Result Compliance: does not comply
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 150 psi
Average Wet Tensile Strength 76 psi
Tensile Strength Ratio 51