Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001625 DEA: 11173704 EFIS: 1100020255
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-2.6/3.2
Work Description: WIDEN INTERCHANGE, STRUCTURES, HMA-A, RHMA-G, LANDSCAPE, & ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF PALM AVENUE OVERCROSSING
Contractor Name: SEMA CONSTRUCTION
Contractor Address: 1901 Cmino Vida Roble, Suite 100, Carlsbad, CA 92008
Resident Engineer: Karl Hartline Structure Rep.: Unknown
DIME Sample ID: 2026-06-11-54
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: 06/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2026
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:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
DIME Test ID: 2026-06-11-54-1
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/16/2026
Date Tested: 07/13/2026
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 4.11 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
131 F
|
|
Air Void Content for specimen A-1
|
7 %
|
|
Air Void Content for specimen A-2
|
6.9 %
|
|
Air Void Content for specimen B-1
|
6.9 %
|
|
Air Void Content for specimen B-2
|
7.2 %
|
|
Stripping Inflection Point (Wheel A)
|
>20000
|
|
Stripping Inflection Point (Wheel B)
|
>20000
|
|
Maximum impression at 5000 passes (left wheel)
|
2.13 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
1.54 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.84 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
3 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.83 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.42 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
4.04 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
2.31 mm
|
|
Average impression at 15000 passes (left/right avg)
|
3.18 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
5.5 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
2.72 mm
|
|
Average impression at 20000 passes (left/right avg)
|
4.11 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2026-06-11-54-2
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: 07/10/2026
Date Tested: 07/09/2026
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 4.70% ( -.3 & +.5 ) Tested 4.97%
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
|
4026.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6079.2 g
|
|
Mass of HMA Sample prior to ignition
|
2052.7 g
|
|
Corrected Asphalt Binder Content
|
4.97 %
|
|
Mass Loss
|
114.7 g
|
|
Mass of aggregate remaining after ignition
|
1938 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.62 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-06-11-54-3
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: 07/10/2026
Date Tested: 07/09/2026
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 All pucks within 0.024 Gmb
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.435
|
|
Bulk Specific Gravity 2
|
2.433
|
|
Bulk Specific Gravity 3
|
2.433
|
|
Average Bulk Specific Gravity
|
2.434
|
DIME Test ID: 2026-06-11-54-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/10/2026
Date Tested: 07/09/2026
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 2.6%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
2.5 %
|
|
Percent Air Voids 2
|
2.6 %
|
|
Percent Air Voids 3
|
2.6 %
|
|
Average Percent Air Voids
|
2.6 %
|
DIME Test ID: 2026-06-11-54-5
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: 07/10/2026
Date Tested: 07/08/2026
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 2.515 and tested 2.498
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
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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
|
7403.3 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2551.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8933.5 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.498
|
|
Theoretical maximum density at 25°C (77°F)
|
155.5 lb/ft^3
|
DIME Test ID: 2026-06-11-54-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/20/2026
Date Tested: 07/16/2026
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 - Tested WET -93 psi and DRY- 155 psi
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
155 psi
|
|
Average Wet Tensile Strength
|
93 psi
|
|
Tensile Strength Ratio
|
0.6
|
DIME Test ID: 2026-06-11-54-7
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: 07/10/2026
Date Tested: 07/09/2026
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
Complies
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
|
3965.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5619.5 g
|
|
Mass of HMA Sample prior to ignition
|
1653.7 g
|
|
Corrected Asphalt Binder Content
|
6.37 %
|
|
Mass Loss
|
105.4 g
|
|
Mass of aggregate remaining after ignition
|
1548.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2026-06-11-54-8
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 07/10/2026
Date Tested: 07/09/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Cores
|
2
|
|
Core ID
|
1A7
|
|
Dry Weight
|
1503.8 grams
|
|
Parrafin Coated Weight
|
1518.3 grams
|
|
Coated Weight in Water
|
867.3 grams
|
|
Theoretical Maximum Density
|
2.498
|
|
Core 2 ID
|
1B7
|
|
Dry Weight 2
|
1353 grams
|
|
Parrafin Coated Weight 2
|
1367.9 grams
|
|
Coated Weight in Water 2
|
773.4 grams
|
