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Sample Record for 2024-09-30-30

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000212 DEA: 112N1944 EFIS: 1123000091 QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-8-R74.5/R83.2
Work Description: HMA OVERLAY, COLD PLANE, SHOULDER BACKING, STRIPING AND SIGNS.
Location Description: IMPERIAL COUNTY ABOUT 26 MILES EAST OF HOLTVILLE FROM 1.0 MILE EAST OF GORDONS WELL OVERCROSSING TO 0.6 MILE WEST OF OGILBY ROAD OVERCROSSING
Contractor Name: COFFMAN SPECIALTIES, INC.
Contractor Address: Unknown
Resident Engineer: Jose Guillermo Sillas Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-30-30
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: 09/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFR
From where was the sample collected: Source
Laboratory sample identification: 1101-JMFR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 39
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: 2024-09-30-30-1
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: 11/06/2024
Date Tested: 10/30/2024
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 4.45% Tested 4.49%
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 4030.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5597.3 g
Mass of HMA Sample prior to ignition 1566.5 g
Corrected Asphalt Binder Content 4.49 %
Mass Loss 74.4 g
Mass of aggregate remaining after ignition 1492.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.26 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test 2 of 6

DIME Test ID: 2024-09-30-30-2
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: 10/11/2024
Date Tested: 10/02/2024
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 2.521 Tested 2.519
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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 1544.5 grams
Mass of container filled with the sample and water for Sample 1 8406.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.519
Theoretical maximum density at 25°C (77°F) 156.8 lb/ft^3

Test 3 of 6

DIME Test ID: 2024-09-30-30-3
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: 10/11/2024
Date Tested: 10/02/2024
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% Air Voids Tested 5.7 Air Voids
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.373
Bulk Specific Gravity 2 2.379
Bulk Specific Gravity 3 2.373
Average Bulk Specific Gravity 2.375

Test 4 of 6

DIME Test ID: 2024-09-30-30-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/11/2024
Date Tested: 10/02/2024
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% Air Voids Tested 5.7% Air Voids
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.8 %
Percent Air Voids 2 5.6 %
Percent Air Voids 3 5.8 %
Average Percent Air Voids 5.7 %

Test 5 of 6

DIME Test ID: 2024-09-30-30-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/11/2024
Date Tested: 10/10/2024
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: Complies Target - WET > 70 and DRY > 100 Tensile Strength > .50
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 239 psi
Average Wet Tensile Strength 159 psi
Tensile Strength Ratio 0.67

Test 6 of 6

DIME Test ID: 2024-09-30-30-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/11/2024
Date Tested: 10/04/2024
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 Tested Avg of 1.14 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) 0.88 mm
Maximum impression at 5000 passes (right wheel) 0.69 mm
Average impression at 5000 passes (left/right avg) 0.78 mm
Maximum impression at 10000 passes (left wheel) 1.14 mm
Maximum impression at 10000 passes (right wheel) 0.81 mm
Average impression at 10000 passes (left/right avg) 0.98 mm
Average impression at 15000 passes (left/right avg) 1.08 mm
Average impression at 20000 passes (left/right avg) 1.14 mm
Average impression at 25000 passes (left/right avg) no data