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Sample Record for 2024-02-29-28

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Project Information

Project ID: 995013 DEA: 11424804 EFIS: 1116000068 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-54-0/6.4
Work Description:
Location Description:
Contractor Name: HAZARD CONSTRUCTION ENGR LLC
Contractor Address: 10529 Vine Street, Lakeside, CA 92040
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-02-29-28
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: 02/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/01/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: 3/4" HMA JMF
From where was the sample collected: Source
Laboratory sample identification: 0301-JMF
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 221534 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: 2024-02-29-28-1
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: 03/13/2024
Date Tested: 03/07/2024
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 4.80% Tested
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 4016.2 g
Mass of the specimen and specimen basket assembly prior to ignition 6065.4 g
Mass of HMA Sample prior to ignition 2049.2 g
Corrected Asphalt Binder Content 5.16 %
Mass Loss 117.8 g
Mass of aggregate remaining after ignition 1931.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.59 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2024-02-29-28-2
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: 03/13/2024
Date Tested: 03/05/2024
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 2.512 +/- .02 Tested 2.502
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 2514.9 grams
Mass of container filled with the sample and water for Sample 1 8986.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.502
Theoretical maximum density at 25°C (77°F) 155.7 lb/ft^3

Test 3 of 7

DIME Test ID: 2024-02-29-28-3
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: 03/13/2024
Date Tested: 03/05/2024
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 4.0% +/-1.5% Tested AVG 3.0 %
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.437
Bulk Specific Gravity 2 2.426
Bulk Specific Gravity 3 2.42
Average Bulk Specific Gravity 2.428

Test 4 of 7

DIME Test ID: 2024-02-29-28-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/13/2024
Date Tested: 03/06/2024
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 4.0% +/- 1.5% Tested AVG 3.0 %
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.6 %
Percent Air Voids 2 3 %
Percent Air Voids 3 3.3 %
Average Percent Air Voids 3 %

Test 5 of 7

DIME Test ID: 2024-02-29-28-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/13/2024
Date Tested: 03/14/2024
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 > 70 and Dry > 100
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 162 psi
Average Wet Tensile Strength 88 psi
Tensile Strength Ratio 0.54

Test 6 of 7

DIME Test ID: 2024-02-29-28-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/13/2024
Date Tested: 03/07/2024
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 < 12.0
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) 2.21 mm
Maximum impression at 5000 passes (right wheel) 1.69 mm
Average impression at 5000 passes (left/right avg) 1.95 mm
Maximum impression at 10000 passes (left wheel) 2.6 mm
Maximum impression at 10000 passes (right wheel) 2.05 mm
Average impression at 10000 passes (left/right avg) 2.33 mm
Maximum impression at 15000 passes (left wheel) 3.04 mm
Maximum impression at 15000 passes (right wheel) 2.36 mm
Average impression at 15000 passes (left/right avg) 2.7 mm
Maximum impression at 20000 passes (left wheel) 4.08 mm
Maximum impression at 20000 passes (right wheel) 2.8 mm
Average impression at 20000 passes (left/right avg) 3.44 mm
Average impression at 25000 passes (left/right avg) no data

Test 7 of 7

DIME Test ID: 2024-02-29-28-7
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: 03/13/2024
Date Tested: 03/05/2024
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 RAP1 =7.76% RAP2 =7.29% RAP3=6.94%
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 3929.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5585.2 g
Mass of HMA Sample prior to ignition 1655.4 g
Corrected Asphalt Binder Content 7.29 %
Mass Loss 120.7 g
Mass of aggregate remaining after ignition 1534.7 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C