Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-37.4-52.6
Work Description: I-5 NCC SEGMENT 4C
Location Description: I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing
Contractor Name: Flatiron-Skanska-Stacy and Witbeck Joint Venture
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Yong Pak Structure Rep.: Phong Le
DIME Sample ID: 2024-05-10-16
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: 05/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: HMA-A
From where was the sample collected: Supplier
Laboratory sample identification: 0602-JMFV
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan CC
DIME Test ID: 2024-05-10-16-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/29/2024
Date Tested: 05/20/2024
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) 518-8709
General Comments for this Test: Complies Target 4.0%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3 %
|
|
Percent Air Voids 2
|
2.8 %
|
|
Percent Air Voids 3
|
2.7 %
|
|
Average Percent Air Voids
|
2.8 %
|
DIME Test ID: 2024-05-10-16-2
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: 05/29/2024
Date Tested: 05/20/2024
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) 518-8709
General Comments for this Test: Complies Target 4.0%
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.413
|
|
Bulk Specific Gravity 2
|
2.417
|
|
Bulk Specific Gravity 3
|
2.42
|
|
Average Bulk Specific Gravity
|
2.417
|
DIME Test ID: 2024-05-10-16-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/29/2024
Date Tested: 05/24/2024
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) 518-8709
General Comments for this Test: Complies Wet>70 Dry>100
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
152 psi
|
|
Average Wet Tensile Strength
|
118 psi
|
|
Tensile Strength Ratio
|
0.78
|
DIME Test ID: 2024-05-10-16-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/04/2024
Date Tested: 05/30/2024
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) 518-8709
General Comments for this Test: Complies < 12.2 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Test Temperature
|
122 F
|
|
Binder High PG Grade
|
no data
|
|
Binder Content TWM
|
no data
|
|
Air Void Content
|
no data
|
|
Aggregate Gradation
|
no data
|
|
Type and Amount of Anti-Stripping Additive
|
YES 1%
|
|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
|
>15000
|
|
Maximum impression at 5000 passes (left wheel)
|
2.07 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
1.84 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.96 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.44 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
2.24 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.34 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.69 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
2.57 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.63 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2024-05-10-16-5
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: 05/29/2024
Date Tested: 05/15/2024
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) 518-8709
General Comments for this Test: Complies 3 RAP burns
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
|
3988.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5671 g
|
|
Mass of HMA Sample prior to ignition
|
1682.4 g
|
|
Corrected Asphalt Binder Content
|
6.46 %
|
|
Mass Loss
|
108.6 g
|
|
Mass of aggregate remaining after ignition
|
1573.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-05-10-16-6
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: 05/29/2024
Date Tested: 05/15/2024
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) 518-8709
General Comments for this Test: Complies Target 5.20%
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
|
4007.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5545.4 g
|
|
Mass of HMA Sample prior to ignition
|
1537.6 g
|
|
Corrected Asphalt Binder Content
|
5.66 %
|
|
Mass Loss
|
94.5 g
|
|
Mass of aggregate remaining after ignition
|
1443.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.49 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-05-10-16-7
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: 05/29/2024
Date Tested: 05/16/2024
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) 518-8709
General Comments for this Test: Complies Target 2.478
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
|
7477.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1539.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8397.7 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.488
|
|
Theoretical maximum density at 25°C (77°F)
|
154.9 lb/ft^3
|
DIME Test ID: 2024-05-10-16-8
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: 05/29/2024
Date Tested: 05/14/2024
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) 518-8709
General Comments for this Test: Complies RAP Rice
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
|
7477.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1540.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8394.9 grams
|
|
Temperature of Water
|
no data0 °F
|
|
Specific Gravity for Sample 1
|
2.474
|
|
Theoretical maximum density at 25°C (77°F)
|
154 lb/ft^3
|
