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Sample Record for 2023-06-05-40

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Project Information

Project ID: 993669 DEA: 112N1164 EFIS: 1121000145 QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-186-0.0/2.1
Work Description: COLD PLANE, SAMI, RHMA-G AND PAVEMENT MARKINGS
Location Description: IMPERIAL COUNTY AT ANDRADE FROM MEXICO BORDER TO ROUTE 186/8 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: 10529 VINE STREET, LAKESIDE, CA 92040
Resident Engineer: Daniel Hernandez Duarte Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-05-40
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: 06/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/09/2023
The quantity of what the sample constitutes: 16 boxes 8 bags
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 1

Test Results

Test 1 of 6

DIME Test ID: 2023-06-05-40-1
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: 08/16/2023
Date Tested: 06/16/2023
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:
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 1530.3 grams
Mass of container filled with the sample and water for Sample 1 8372.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.412
Theoretical maximum density at 25°C (77°F) 150.1 lb/ft^3

Test 2 of 6

DIME Test ID: 2023-06-05-40-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/16/2023
Date Tested: 06/16/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.3 %
Percent Air Voids 2 5.0 %
Percent Air Voids 3 3.5 %
Percent Air Voids Average 4.6 %

Test 3 of 6

DIME Test ID: 2023-06-05-40-3
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: 08/16/2023
Date Tested: 06/16/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.283
Bulk Specific Gravity 2 2.291
Bulk Specific Gravity 3 2.327
Average Bulk Specific Gravity 2.3

Test 4 of 6

DIME Test ID: 2023-06-05-40-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/16/2023
Date Tested: 06/22/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 164 psi
Average Wet Tensile Strength 138 psi
Tensile Strength Ratio 0.84

Test 5 of 6

DIME Test ID: 2023-06-05-40-7
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: 08/16/2023
Date Tested: 06/16/2023
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:
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 3966.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5523.2 g
Mass of HMA Sample prior to ignition 1556.5 g
Corrected Asphalt Binder Content 7.45 %
Mass Loss 117.2 g
Mass of aggregate remaining after ignition 1439.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.08 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F

Test 6 of 6

DIME Test ID: 2023-06-05-40-11
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/16/2023
Date Tested: 06/16/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 131 F
Type and Amount of Anti-Stripping Additive 0.8%
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 0.91 mm
Maximum impression at 5000 passes (right wheel) 0.85 mm
Average impression at 5000 passes (left/right avg) 0.88 mm
Maximum impression at 10000 passes (left wheel) 1.12 mm
Maximum impression at 10000 passes (right wheel) 1.04 mm
Average impression at 10000 passes (left/right avg) 1.08 mm
Maximum impression at 15000 passes (left wheel) 1.37 mm
Maximum impression at 15000 passes (right wheel) 1.11 mm
Average impression at 15000 passes (left/right avg) 1.24 mm
Maximum impression at 20000 passes (left wheel) 1.48 mm
Maximum impression at 20000 passes (right wheel) 1.23 mm
Average impression at 20000 passes (left/right avg) 1.36 mm
Average impression at 25000 passes (left/right avg) 1.46 mm