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Sample Record for 2024-06-10-81

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Project Information

Project ID: 994436 DEA: 11080284 EFIS: 1117000085 QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-98-32.1/32.5
Work Description: Place HMA, minor concrete, modify drainage, landscape and electrical.
Location Description: IMPERIAL COUNTY IN CALEXICO FROM OLLIE AVENUE TO 0.1 MILE EAST OF ROCKWOOD AVENUE
Contractor Name: Ral Investment Corporation
Contractor Address: 10065 Old Grove Rd Ste 200, San Diego, CA, 92131-1664
Resident Engineer: Daniel HERNANDEZ DUARTE Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-10-81
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: 06/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: 1-1/2" HMA-A
From where was the sample collected: Source
Laboratory sample identification: 5309-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway

Material Information

HMA Type: Type A HMA
HMA Grading: 1 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 16
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: 2024-06-10-81-1
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: 06/19/2024
Date Tested: 06/18/2024
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 3.80%
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 4030.5 g
Mass of the specimen and specimen basket assembly prior to ignition 8037.3 g
Mass of HMA Sample prior to ignition 4006.8 g
Corrected Asphalt Binder Content 4.12 %
Mass Loss 168.4 g
Mass of aggregate remaining after ignition 3838.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.08 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2024-06-10-81-2
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: 06/19/2024
Date Tested: 06/18/2024
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 5.552
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 10199 grams
Mass of oven-dry sample in air for Sample 1 4038.3 grams
Mass of container filled with the sample and water for Sample 1 12642.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.532
Theoretical maximum density at 25°C (77°F) 157.6 lb/ft^3

Test 3 of 6

DIME Test ID: 2024-06-10-81-3
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: 06/19/2024
Date Tested: 06/18/2024
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 5.0 Tested 4.9 AVG
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.402
Bulk Specific Gravity 2 2.408
Bulk Specific Gravity 3 2.411
Average Bulk Specific Gravity 2.407

Test 4 of 6

DIME Test ID: 2024-06-10-81-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/19/2024
Date Tested: 06/18/2024
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 5.0%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.1 %
Percent Air Voids 2 4.9 %
Percent Air Voids 3 4.8 %
Average Percent Air Voids 4.9 %

Test 5 of 6

DIME Test ID: 2024-06-10-81-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/25/2024
Date Tested: 06/25/2024
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 > 70psi Dry > 100 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 185 psi
Average Wet Tensile Strength 168 psi
Tensile Strength Ratio 0.91

Test 6 of 6

DIME Test ID: 2024-06-10-81-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/25/2024
Date Tested: 06/24/2024
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) 2.16 mm
Maximum impression at 5000 passes (right wheel) 3.44 mm
Average impression at 5000 passes (left/right avg) 2.8 mm
Maximum impression at 10000 passes (left wheel) 2.57 mm
Maximum impression at 10000 passes (right wheel) 3.92 mm
Average impression at 10000 passes (left/right avg) 3.25 mm
Maximum impression at 15000 passes (left wheel) 2.83 mm
Maximum impression at 15000 passes (right wheel) 4.3 mm
Average impression at 15000 passes (left/right avg) 3.57 mm
Maximum impression at 20000 passes (left wheel) 3.01 mm
Maximum impression at 20000 passes (right wheel) 4.58 mm
Average impression at 20000 passes (left/right avg) 3.8 mm
Average impression at 25000 passes (left/right avg) no data