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Sample Record for 2025-09-22-43

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Project Information

Project ID: 1001055 DEA: 112N1684 EFIS: 1122000281 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R53.9/R63.7
Work Description: POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS AND APPROACH SLABS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM ROUTE 5/76 SEPARATION TO AGRA OVERHEAD
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Alex Balce Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-22-43
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: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: PSU
From where was the sample collected: Supplier
Laboratory sample identification: 25-09-22-43-PSU
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 (%): 4.9
Virgin binder PG: PG58-16
Design binder PG: PG 64-16
Binder Supplier: Valero
RAP content (%): 22
WMA Additives: No
Antistrip type: No
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2025-09-22-43-1
Test Method: AASHTO T308-25: 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: 10/15/2025
Date Tested: 10/13/2025
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 4.90% ,Tested twice in two different ovens and both FAILED 1- 5.79% 2- 5.58% 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 3931.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5480.9 g
Corrected Asphalt Binder Content 5.58 %
Mass of HMA Sample prior to ignition 1549.6 g
Mass Loss 93.9 g
Mass of aggregate remaining after ignition 1455.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.48 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 8

DIME Test ID: 2025-09-22-43-2
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/15/2025
Date Tested: 10/13/2025
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 2.508
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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 1540.2 grams
Mass of container filled with the sample and water for Sample 1 8401.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.508
Theoretical maximum density at 25°C (77°F) 156.1 lb/ft^3

Test 3 of 8

DIME Test ID: 2025-09-22-43-4
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: 10/15/2025
Date Tested: 10/13/2025
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 within .96
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.381
Bulk Specific Gravity 2 2.378
Bulk Specific Gravity 3 2.38
Average Bulk Specific Gravity 2.38

Test 4 of 8

DIME Test ID: 2025-09-22-43-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/15/2025
Date Tested: 10/13/2025
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 an Avg of 5.1%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.1 %
Percent Air Voids 2 5.2 %
Percent Air Voids 3 5.1 %
Average Percent Air Voids 5.1 %

Test 5 of 8

DIME Test ID: 2025-09-22-43-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/16/2025
Date Tested: 10/16/2025
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 tested 127 psi / DRY - 100 psi - Tested 208 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 208 psi
Average Wet Tensile Strength 127 psi
Tensile Strength Ratio 0.61

Test 6 of 8

DIME Test ID: 2025-09-22-43-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/16/2025
Date Tested: 10/16/2025
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 an Avg of 1.74 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 7.1 %
Air Void Content for specimen A-2 7.2 %
Air Void Content for specimen B-1 6.9 %
Air Void Content for specimen B-2 7 %
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.34 mm
Maximum impression at 5000 passes (right wheel) 1.09 mm
Average impression at 5000 passes (left/right avg) 1.22 mm
Maximum impression at 10000 passes (left wheel) 1.68 mm
Maximum impression at 10000 passes (right wheel) 1.31 mm
Average impression at 10000 passes (left/right avg) 1.5 mm
Maximum impression at 15000 passes (left wheel) 2.01 mm
Maximum impression at 15000 passes (right wheel) 1.48 mm
Average impression at 15000 passes (left/right avg) 1.74 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 7 of 8

DIME Test ID: 2025-09-22-43-8
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: 10/15/2025
Date Tested: 10/14/2025
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 RAP
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4032.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5688.9 g
Mass of HMA Sample prior to ignition 1656.1 g
Corrected Asphalt Binder Content 7.25 %
Mass Loss 120 g
Mass of aggregate remaining after ignition 1536.1 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 8 of 8

DIME Test ID: 2025-09-22-43-9
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 12/09/2025
Date Tested: 12/05/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Cores 2
Core 1 ID 1 A 1
Dry Weight 1 1057.3 grams
Parrafin Coated Weight 1 1084.5 grams
Coated Weight in Water 1 591.5 grams
Theoretical Maximum Density 2.508
Core 2 ID 1 B 1
Dry Weight 2 1110.8 grams
Parrafin Coated Weight 2 1130.4 grams
Coated Weight in Water 2 623.2 grams
Sublot Relative Compaction 91.2 %