Print Report | Back to Sample Detail

Sample Record for 2022-01-31-8

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

Project Information

Project ID: 993287 DEA: 112T35U4 EFIS: 1121000195 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R37.4/R52.6
Work Description: CMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad
Location Description: IN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING
Contractor Name: Flatironcorp
Contractor Address: 1525 Faraday Avenue, Suite 180, Carlsbad, CA 92008
Resident Engineer: Steve McMillan Structure Rep.: Rafael Lopez

Sample Information

DIME Sample ID: 2022-01-31-8
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: 01/31/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/01/2022
The quantity of what the sample constitutes: 12 boxes, 3 bags, 2 cans
A brief description of the sample: 1/2" HMA-A
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: Type A HMA
HMA Grading: 1/2 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): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-01-31-8-1
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: 02/03/2022
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: 5204-PSU 11-2T34U4
Test Result Compliance: complies
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 5.49 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.63 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 2 of 6

DIME Test ID: 2022-01-31-8-2
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: 02/02/2022
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: Pass
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 Water
Specific Gravity for Sample 1 2.511
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 6

DIME Test ID: 2022-01-31-8-3
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: 02/02/2022
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: 5204-PSU 2T35U4 22-01-31-8
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 3.4 %
Percent Air Voids 2 3.3
Percent Air Voids 3 3.2
Average Percent Air Voids 3.3

Test 4 of 6

DIME Test ID: 2022-01-31-8-4
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: 02/03/2022
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: 5204-PSU 2T35U4 2201-31-8
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.427
Bulk Specific Gravity 2 2.429
Bulk Specific Gravity 3 2.432
Average Bulk Specific Gravity 2.429

Test 5 of 6

DIME Test ID: 2022-01-31-8-5
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: 02/10/2022
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: 5204-PSU 2T35U4
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 275 psi
Average Wet Tensile Strength 195 psi
Tensile Strength Ratio 70.9

Test 6 of 6

DIME Test ID: 2022-01-31-8-7
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: 02/02/2022
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: RAP sample
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 1606.9 g
Corrected Asphalt Binder Content 8.53 %
Mass Loss no data
Mass of aggregate remaining after ignition 1469.8 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data
Test Temperature 538 F