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Sample Record for 2024-11-27-16

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Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-11-27-16
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: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/10/2024
The quantity of what the sample constitutes: 24 BOXES RWMA
A brief description of the sample: JMF-PP
From where was the sample collected: Source
Laboratory sample identification: 7003-JMF
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 320200 Otay Val
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2024-11-27-16-1
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: 01/30/2025
Date Tested: 01/28/2025
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: Does Not Comply - Target 4.70% Tested twice and both FAILED (1) 5.77% and (2) 5.83% Saved Material For T30
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4013.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5582.5 g
Mass of HMA Sample prior to ignition 1569.3 g
Corrected Asphalt Binder Content 5.7 %
Mass Loss 96.6 g
Mass of aggregate remaining after ignition 1472.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.46 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2024-11-27-16-2
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: 01/17/2025
Date Tested: 01/06/2025
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 2.495 Tested 2.490
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 1543.4 grams
Mass of container filled with the sample and water for Sample 1 8399.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.49
Theoretical maximum density at 25°C (77°F) 155 lb/ft^3

Test 3 of 7

DIME Test ID: 2024-11-27-16-3
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: 01/17/2025
Date Tested: 01/06/2025
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 Avg 3.3 %
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.407
Bulk Specific Gravity 2 2.407
Bulk Specific Gravity 3 2.407
Average Bulk Specific Gravity 2.407

Test 4 of 7

DIME Test ID: 2024-11-27-16-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/17/2025
Date Tested: 01/06/2025
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 Avg of 3.3%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.3 %
Percent Air Voids 2 3.3 %
Percent Air Voids 3 3.3 %
Average Percent Air Voids 3.3 %

Test 5 of 7

DIME Test ID: 2024-11-27-16-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/17/2025
Date Tested: 01/10/2025
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 psi and DRY> 100 psi TENSILE > .50
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 220 psi
Average Wet Tensile Strength 132 psi
Tensile Strength Ratio 0.6

Test 6 of 7

DIME Test ID: 2024-11-27-16-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/17/2025
Date Tested: 01/10/2025
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 1.21 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 113 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) >10000
Stripping Inflection Point (Wheel B) >10000
Maximum impression at 5000 passes (left wheel) 0.8 mm
Maximum impression at 5000 passes (right wheel) 0.41 mm
Average impression at 5000 passes (left/right avg) 0.61 mm
Maximum impression at 10000 passes (left wheel) 1.52 mm
Maximum impression at 10000 passes (right wheel) 0.89 mm
Average impression at 10000 passes (left/right avg) 1.21 mm
Average impression at 15000 passes (left/right avg) no data
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 7 of 7

DIME Test ID: 2024-11-27-16-7
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: 01/17/2025
Date Tested: 01/06/2025
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: RAP
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 3988.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5638.8 g
Mass of HMA Sample prior to ignition 1649.9 g
Corrected Asphalt Binder Content 6.61 %
Mass Loss 109 g
Mass of aggregate remaining after ignition 1540.9 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C