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Sample Record for 2024-06-04-57

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Project Information

Project ID: 995013 DEA: 11424804 EFIS: 1116000068 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-54-0/6.4
Work Description:
Location Description:
Contractor Name: HAZARD CONSTRUCTION ENGR LLC
Contractor Address: 10529 Vine Street, Lakeside, CA 92040
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-04-57
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: 06/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/06/2024
The quantity of what the sample constitutes: 8 boxes
A brief description of the sample: PSU
From where was the sample collected: Source
Laboratory sample identification: 0302-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 221534 Otay Val
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2024-06-04-57-1
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: 06/17/2024
Date Tested: 06/11/2024
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: Complies - Target - 4.80%
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 4012.3 g
Mass of the specimen and specimen basket assembly prior to ignition 6074.2 g
Mass of HMA Sample prior to ignition 2061.9 g
Corrected Asphalt Binder Content 5.09 %
Mass Loss 116 g
Mass of aggregate remaining after ignition 1945.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.54 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 8

DIME Test ID: 2024-06-04-57-2
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: 06/17/2024
Date Tested: 06/07/2024
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: Complies - Target - 2.512
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 Mechanical Agitation - Method A
Mass of container filled with water 1 7477.1 grams
Mass of oven-dry sample in air for Sample 1 2546.3 grams
Mass of container filled with the sample and water for Sample 1 9013.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.521
Theoretical maximum density at 25°C (77°F) 156.9 lb/ft^3

Test 3 of 8

DIME Test ID: 2024-06-04-57-3
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: 06/17/2024
Date Tested: 06/07/2024
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: Complies Target 4.0 +/- 1.5 Tested 3.6
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.432
Bulk Specific Gravity 2 2.432
Bulk Specific Gravity 3 2.43
Average Bulk Specific Gravity 2.431

Test 4 of 8

DIME Test ID: 2024-06-04-57-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/17/2024
Date Tested: 06/07/2024
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: Complies Target 4.0 +/- 1.5 Tested 3.6
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.5 %
Percent Air Voids 2 3.6 %
Percent Air Voids 3 3.6 %
Average Percent Air Voids 3.6 %

Test 5 of 8

DIME Test ID: 2024-06-04-57-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/17/2024
Date Tested: 06/13/2024
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: Complies Wet > 70 and Dry > 100
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 184 psi
Average Wet Tensile Strength 145 psi
Tensile Strength Ratio 0.79

Test 6 of 8

DIME Test ID: 2024-06-04-57-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/17/2024
Date Tested: 06/12/2024
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: Complies Target < 12.7 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 131 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) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 2.78 mm
Maximum impression at 5000 passes (right wheel) 2.27 mm
Average impression at 5000 passes (left/right avg) 2.53 mm
Maximum impression at 10000 passes (left wheel) 4.73 mm
Maximum impression at 10000 passes (right wheel) 3.59 mm
Average impression at 10000 passes (left/right avg) 4.16 mm
Maximum impression at 15000 passes (left wheel) 6.34 mm
Maximum impression at 15000 passes (right wheel) 4.78 mm
Average impression at 15000 passes (left/right avg) 5.56 mm
Maximum impression at 20000 passes (left wheel) 9.28 mm
Maximum impression at 20000 passes (right wheel) 6.78 mm
Average impression at 20000 passes (left/right avg) 8.03 mm
Average impression at 25000 passes (left/right avg) no data

Test 7 of 8

DIME Test ID: 2024-06-04-57-7
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: 06/17/2024
Date Tested: 06/10/2024
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 oven burns for the RAP-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 3986.1 g
Mass of the specimen and specimen basket assembly prior to ignition 5636.9 g
Mass of HMA Sample prior to ignition 1650.8 g
Corrected Asphalt Binder Content 8.29 %
Mass Loss 136.8 g
Mass of aggregate remaining after ignition 1514 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 8 of 8

DIME Test ID: 2024-06-04-57-8
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: 06/17/2024
Date Tested: 06/07/2024
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: Rice for the RAP, -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 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1546.5 grams
Mass of container filled with the sample and water for Sample 1 8385.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.424
Theoretical maximum density at 25°C (77°F) 150.9 lb/ft^3