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: 2026-07-15-71
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: 07/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMF
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: 2026-07-15-71-4
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: 08/07/2026
Date Tested: 07/30/2026
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 2.478 Tested 2.478
Test Result Compliance: not applicable
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
|
1550.8 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8400.6 grams
|
|
Temperature of Water
|
77 °F
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|
Specific Gravity for Sample 1
|
2.478
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|
Theoretical maximum density at 25°C (77°F)
|
154.2 lb/ft^3
|
DIME Test ID: 2026-07-15-71-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/07/2026
Date Tested: 08/06/2026
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 3.9%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.8 %
|
|
Percent Air Voids 2
|
4 %
|
|
Percent Air Voids 3
|
4 %
|
|
Average Percent Air Voids
|
3.9 %
|
DIME Test ID: 2026-07-15-71-6
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: 08/07/2026
Date Tested: 08/06/2026
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 Low to High Gmb within 0.024 Gmb Tested Low-2.380 Gmb and High 2.384 Gmb
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.384
|
|
Bulk Specific Gravity 2
|
2.38
|
|
Bulk Specific Gravity 3
|
2.38
|
|
Average Bulk Specific Gravity
|
2.381
|
DIME Test ID: 2026-07-15-71-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/10/2026
Date Tested: 08/05/2026
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 and Avg of 8.57 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
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PMLC
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Test Temperature
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122 F
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|
Air Void Content for specimen A-1
|
7.5 %
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Air Void Content for specimen A-2
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7.5 %
|
|
Air Void Content for specimen B-1
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7.4 %
|
|
Air Void Content for specimen B-2
|
7.4 %
|
|
Stripping Inflection Point (Wheel A)
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>20000
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|
Stripping Inflection Point (Wheel B)
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>20000
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Maximum impression at 5000 passes (left wheel)
|
2.31 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
2.01 mm
|
|
Average impression at 5000 passes (left/right avg)
|
2.16 mm
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Maximum impression at 10000 passes (left wheel)
|
4.68 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
4.19 mm
|
|
Average impression at 10000 passes (left/right avg)
|
4.44 mm
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Maximum impression at 15000 passes (left wheel)
|
6.93 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
6.37 mm
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Average impression at 15000 passes (left/right avg)
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6.65 mm
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Maximum impression at 20000 passes (left wheel)
|
9.15 mm
|
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Maximum impression at 20000 passes (right wheel)
|
7.99 mm
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|
Average impression at 20000 passes (left/right avg)
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8.57 mm
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Average impression at 25000 passes (left/right avg)
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no data
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DIME Test ID: 2026-07-15-71-12
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: 08/12/2026
Date Tested: 08/06/2026
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
RAP
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
4045 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
|
5698.1 g
|
|
Mass of HMA Sample prior to ignition
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1653.1 g
|
|
Corrected Asphalt Binder Content
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6.99 %
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Mass Loss
|
115.5 g
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|
Mass of aggregate remaining after ignition
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1537.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
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Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
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DIME Test ID: 2026-07-15-71-8
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: 08/12/2026
Date Tested: 08/06/2026
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
RAP
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
4038.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5690.6 g
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|
Mass of HMA Sample prior to ignition
|
1652.1 g
|
|
Corrected Asphalt Binder Content
|
6.55 %
|
|
Mass Loss
|
108.2 g
|
|
Mass of aggregate remaining after ignition
|
1543.9 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: 2026-07-15-71-13
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: 08/12/2026
Date Tested: 08/06/2026
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
RAP
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
|
3923.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5580.2 g
|
|
Mass of HMA Sample prior to ignition
|
1656.4 g
|
|
Corrected Asphalt Binder Content
|
6.77 %
|
|
Mass Loss
|
112.2 g
|
|
Mass of aggregate remaining after ignition
|
1544.2 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: 2026-07-15-71-11
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/12/2026
Date Tested: 08/12/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
132 psi
|
|
Average Wet Tensile Strength
|
76 psi
|
|
Tensile Strength Ratio
|
0.58
|
DIME Test ID: 2026-07-15-71-9
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: 08/13/2026
Date Tested: 08/12/2026
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 5.30% Tested 5.58% . Saved material for T-30
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
|
4045.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5605.2 g
|
|
Mass of HMA Sample prior to ignition
|
1559.5 g
|
|
Corrected Asphalt Binder Content
|
5.58 %
|
|
Mass Loss
|
99.8 g
|
|
Mass of aggregate remaining after ignition
|
1459.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.82 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-07-15-71-10
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/18/2026
Date Tested: 08/17/2026
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 - Oven #4
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.6 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
0.2 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
1.1 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
1.9 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
2.1 %
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
94 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
80 %
|
|
Cumulative percent passing the #4 sieve
|
57 %
|
|
Cumulative percent passing the #8 sieve
|
43 %
|
|
Cumulative percent passing the #16 sieve
|
32 %
|
|
Cumulative percent passing the #30 sieve
|
23 %
|
|
Cumulative percent passing the #50 sieve
|
16 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
5.5 %
|
