Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994901 DEA: 112T3434 EFIS: 1120000081
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-5.1/8.3
Work Description: SOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN CHULA VISTA FROM PALOMAR STREET OVERCROSSING TO 0.5 MILE NORTH OF BONITA ROAD UNDERCROSSING
Contractor Name: WALSH CONSTRUCTION COMPANY II, LLC
Contractor Address: 1260 Corona Pointe Court #201
Resident Engineer: Tan Cao Structure Rep.: Daniela Lopez
DIME Sample ID: 2026-06-10-85
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: 06/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2026
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: 2026-06-10-85-1
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: 07/15/2026
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 avg Tested avg of 2.89
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
7.4 %
|
|
Air Void Content for specimen A-2
|
7.4 %
|
|
Air Void Content for specimen B-1
|
7.5 %
|
|
Air Void Content for specimen B-2
|
7.5 %
|
|
Stripping Inflection Point (Wheel A)
|
>20000
|
|
Stripping Inflection Point (Wheel B)
|
>20000
|
|
Maximum impression at 5000 passes (left wheel)
|
0.58 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
0.92 mm
|
|
Average impression at 5000 passes (left/right avg)
|
0.75 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
1.11 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.83 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.47 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
1.69 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
2.74 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.21 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
2.18 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
3.59 mm
|
|
Average impression at 20000 passes (left/right avg)
|
2.89 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2026-06-10-85-2
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: 07/14/2026
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: Does Not Comply Target 4.70% Tested 5.60%
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
|
3921.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5978.3 g
|
|
Mass of HMA Sample prior to ignition
|
2057.1 g
|
|
Corrected Asphalt Binder Content
|
5.6 %
|
|
Mass Loss
|
128 g
|
|
Mass of aggregate remaining after ignition
|
1929.1 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: 2026-06-10-85-3
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: 07/16/2026
Date Tested: 07/14/2026
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 between 0.024 Gmb Tested :Low - 2.431 Gmb and HIGH - 2.433 Gmb
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.433
|
|
Bulk Specific Gravity 2
|
2.431
|
|
Bulk Specific Gravity 3
|
2.431
|
|
Average Bulk Specific Gravity
|
2.432
|
DIME Test ID: 2026-06-10-85-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/16/2026
Date Tested: 07/14/2026
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 2.8%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
2.7 %
|
|
Percent Air Voids 2
|
2.8 %
|
|
Percent Air Voids 3
|
2.8 %
|
|
Average Percent Air Voids
|
2.8 %
|
DIME Test ID: 2026-06-10-85-5
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: 07/14/2026
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 2.515 Tested 2.500
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
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2542.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
9001.2 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.5
|
|
Theoretical maximum density at 25°C (77°F)
|
155.6 lb/ft^3
|
DIME Test ID: 2026-06-10-85-7
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: 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
|
3965.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5620.8 g
|
|
Corrected Asphalt Binder Content
|
6.94 %
|
|
Mass of HMA Sample prior to ignition
|
1654.9 g
|
|
Mass Loss
|
114.9 g
|
|
Mass of aggregate remaining after ignition
|
1540 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: 2026-06-10-85-8
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 07/14/2026
Date Tested: 07/10/2026
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
|
4
|
|
Core ID
|
1A1
|
|
Dry Weight
|
1799.4 grams
|
|
Parrafin Coated Weight
|
1818.4 grams
|
|
Coated Weight in Water
|
1042.6 grams
|
|
Theoretical Maximum Density
|
2.5
|
|
Core 2 ID
|
1B1
|
|
Dry Weight 2
|
1602.2 grams
|
|
Parrafin Coated Weight 2
|
1621 grams
|
|
Coated Weight in Water 2
|
920.6 grams
|
|
Core 3 ID
|
1C1
|
|
Dry Weight 3
|
1805.7 grams
|
|
Parrafin Coated Weight 3
|
1828 grams
|
|
Coated Weight in Water 3
|
1029.1 grams
|
|
Core 4 ID
|
1A2
|
|
Dry Weight 4
|
1880.4 grams
|
|
Parrafin Coated Weight 4
|
1899.1 grams
|
|
Coated Weight in Water 4
|
1090.7 grams
|
