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Sample Record for 2024-01-18-26

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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: 2024-01-18-26
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/25/2024
The quantity of what the sample constitutes: 16 boxes 11 bags
A brief description of the sample: 1-1/2" HMA-A
From where was the sample collected: Source
Laboratory sample identification: 5307-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway

Material Information

HMA Type: Type A HMA
HMA Grading: Not Applicable
Lot number: 1
Sublot number: 1
HMA Mix Number: 16
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-01-18-26-1
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: 03/08/2024
Date Tested: 02/06/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Target 3.80% -.30% to +.50% Tested 4.11%
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 4024.1 g
Mass of the specimen and specimen basket assembly prior to ignition 8087.5 g
Mass of HMA Sample prior to ignition 4063.4 g
Corrected Asphalt Binder Content 4.11 %
Mass Loss 167.0 g
Mass of aggregate remaining after ignition 3896.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2024-01-18-26-2
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: 03/08/2024
Date Tested: 01/31/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies
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 10199.0 grams
Mass of oven-dry sample in air for Sample 1 4066.6 grams
Mass of container filled with the sample and water for Sample 1 12651.7 grams
Temperature of Water 0 °F
Specific Gravity for Sample 1 2.520
Theoretical maximum density at 25°C (77°F) 156.9 lb/ft^3

Test 3 of 6

DIME Test ID: 2024-01-18-26-3
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: 03/08/2024
Date Tested: 01/29/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Air Void (1) = 4.1% (2) = 4.6% (3) = 4.9% AVG 4.5% Target 5.0 +/- 1.5
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.417
Bulk Specific Gravity 2 2.404
Bulk Specific Gravity 3 2.398
Average Bulk Specific Gravity 2.406

Test 4 of 6

DIME Test ID: 2024-01-18-26-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/08/2024
Date Tested: 01/30/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Avg 4.5 Target 5.0% +/- 1.5%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.1 %
Percent Air Voids 2 4.6 %
Percent Air Voids 3 4.8 %
Percent Air Voids Average 4.5 %

Test 5 of 6

DIME Test ID: 2024-01-18-26-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/08/2024
Date Tested: 02/08/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 195 psi
Average Wet Tensile Strength 147 psi
Tensile Strength Ratio 0.75

Test 6 of 6

DIME Test ID: 2024-01-18-26-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 03/08/2024
Date Tested: 02/06/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 20000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 20000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 11.6 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 6 mm
Stripping Inflection Point (Wheel A) 11000
Stripping Inflection Point (Wheel B) >20000