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Sample Record for 2023-08-14-84

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Project Information

Project ID: 994613 DEA: 112N1444 EFIS: 1122000009 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-52,125,805-VAR
Work Description: POLYESTER CONCRETE OVERLAY, METHACRYLATE, & JOINT SEALS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W. 23rd St., Tempe, AZ 85282
Resident Engineer: Benjamin Haney Structure Rep.: Carlos Guzman

Sample Information

DIME Sample ID: 2023-08-14-84
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: 08/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2023
The quantity of what the sample constitutes: 12 boxes 3 bags
A brief description of the sample: 1/2" HMA
From where was the sample collected: Source
Laboratory sample identification: 9201-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCA Lakeside

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21217005
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2023-08-14-84-1
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: 10/10/2023
Date Tested: 09/19/2023
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:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 3967.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5526 g
Mass of HMA Sample prior to ignition 1558.1 g
Corrected Asphalt Binder Content 5.37 %
Mass Loss 95.1 g
Mass of aggregate remaining after ignition 1463 g
Correction Factor (Percent by mass of HMA Specimen) 0.73 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test 2 of 7

DIME Test ID: 2023-08-14-84-2
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: 10/10/2023
Date Tested: 09/29/2023
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 Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 1 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1596.3 grams
Mass of container filled with the sample and water for Sample 1 8416.6 grams
Temperature of Water no data0 °F
Specific Gravity for Sample 1 2.43
Theoretical maximum density at 25°C (77°F) 151.3 lb/ft^3

Test 3 of 7

DIME Test ID: 2023-08-14-84-3
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: 10/10/2023
Date Tested: 09/28/2023
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:
Bulk Specific Gravity 2.362
Bulk Specific Gravity 2 2.36
Bulk Specific Gravity 3 2.347
Average Bulk Specific Gravity 2.356

Test 4 of 7

DIME Test ID: 2023-08-14-84-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/10/2023
Date Tested: 09/28/2023
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:
Percent Air Voids 2.8 %
Percent Air Voids 2 2.9 %
Percent Air Voids 3 3 %
Average Percent Air Voids 2.9 %

Test 5 of 7

DIME Test ID: 2023-08-14-84-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/10/2023
Date Tested: 10/04/2023
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:
Unit system used? SI Units
Average Dry Tensile Strength 186 psi
Average Wet Tensile Strength 163 psi
Tensile Strength Ratio 0.88

Test 6 of 7

DIME Test ID: 2023-08-14-84-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/10/2023
Date Tested: 09/29/2023
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:
Specimen Preparation Method no data
Test Temperature 113 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.24 mm
Maximum impression at 5000 passes (right wheel) 1.84 mm
Average impression at 5000 passes (left/right avg) 1.54 mm
Maximum impression at 10000 passes (left wheel) 1.46 mm
Maximum impression at 10000 passes (right wheel) 2.14 mm
Average impression at 10000 passes (left/right avg) 1.8 mm
Maximum impression at 15000 passes (left wheel) 1.62 mm
Maximum impression at 15000 passes (right wheel) 2.38 mm
Average impression at 15000 passes (left/right avg) 2 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 7 of 7

DIME Test ID: 2023-08-14-84-7
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: 10/10/2023
Date Tested: 09/29/2023
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: 3 RAP Burns
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 4009.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5649.5 g
Mass of HMA Sample prior to ignition 1640 g
Corrected Asphalt Binder Content 7.35 %
Mass Loss 120.5 g
Mass of aggregate remaining after ignition 1519.5 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F