Print Report | Back to Sample Detail

Sample Record for 2024-06-18-69

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

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: 2024-06-18-69
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: 06/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: PSU
From where was the sample collected: Source
Laboratory sample identification: 0303-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 326120 CROD SJR
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: 2024-06-18-69-1
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: 07/15/2024
Date Tested: 07/01/2024
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 7.50 %
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 4008.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5551.1 g
Mass of HMA Sample prior to ignition 1542.6 g
Corrected Asphalt Binder Content 7.55 %
Mass Loss 103 g
Mass of aggregate remaining after ignition 1439.6 g
Correction Factor (Percent by mass of HMA Specimen) -0.87 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2024-06-18-69-2
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: 07/15/2024
Date Tested: 06/21/2024
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: DOES NOT COMPLY Target 2.422 Caltrans Tested Twice 2.446 and 2.450
Test Result Compliance: does not comply
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 1554.2 grams
Mass of container filled with the sample and water for Sample 1 8396 grams
Temperature of Water no data0 °F
Specific Gravity for Sample 1 2.446
Theoretical maximum density at 25°C (77°F) 152.3 lb/ft^3

Test 3 of 6

DIME Test ID: 2024-06-18-69-3
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: 07/15/2024
Date Tested: 06/21/2024
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 Voids Tested Avg 5.3 Voids
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.299
Bulk Specific Gravity 2 2.332
Bulk Specific Gravity 3 2.321
Average Bulk Specific Gravity 2.317

Test 4 of 6

DIME Test ID: 2024-06-18-69-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/15/2024
Date Tested: 06/21/2024
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 % Tested Avg 5.3 %
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 6 %
Percent Air Voids 2 4.7 %
Percent Air Voids 3 5.1 %
Average Percent Air Voids 5.3 %

Test 5 of 6

DIME Test ID: 2024-06-18-69-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/15/2024
Date Tested: 07/04/2024
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 Wet <70 psi Dry< 100 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 105 psi
Average Wet Tensile Strength 116 psi
Tensile Strength Ratio 1.1

Test 6 of 6

DIME Test ID: 2024-06-18-69-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/15/2024
Date Tested: 06/26/2024
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 4.15 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 122 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) 1.45 mm
Maximum impression at 5000 passes (right wheel) 2.88 mm
Average impression at 5000 passes (left/right avg) 2.17 mm
Maximum impression at 10000 passes (left wheel) 1.62 mm
Maximum impression at 10000 passes (right wheel) 4.17 mm
Average impression at 10000 passes (left/right avg) 2.9 mm
Maximum impression at 15000 passes (left wheel) 1.77 mm
Maximum impression at 15000 passes (right wheel) 5.19 mm
Average impression at 15000 passes (left/right avg) 3.48 mm
Maximum impression at 20000 passes (left wheel) 1.88 mm
Maximum impression at 20000 passes (right wheel) 6.42 mm
Average impression at 20000 passes (left/right avg) 4.15 mm
Average impression at 25000 passes (left/right avg) no data