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: 2024-05-23-90
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2024
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: 0604-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan CC
DIME Test ID: 2024-05-23-90-1
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: 07/15/2024
Date Tested: 06/26/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Target 4.70 %
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
|
4027.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6070.6 g
|
|
Mass of HMA Sample prior to ignition
|
2042.7 g
|
|
Corrected Asphalt Binder Content
|
5.14 %
|
|
Mass Loss
|
118.8 g
|
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Mass of aggregate remaining after ignition
|
1923.9 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.68 %
|
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Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-05-23-90-2
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: 07/15/2024
Date Tested: 06/26/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Target 2.515
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
|
2049.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8714.5 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.523
|
|
Theoretical maximum density at 25°C (77°F)
|
157 lb/ft^3
|
DIME Test ID: 2024-05-23-90-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/15/2024
Date Tested: 06/27/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Target 4.0 % Tested Average 3.7 %
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.6 %
|
|
Percent Air Voids 2
|
3.8 %
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Percent Air Voids 3
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3.7 %
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Average Percent Air Voids
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3.7 %
|
DIME Test ID: 2024-05-23-90-4
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: 07/15/2024
Date Tested: 06/27/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Target 4.0 % Tested Average 3.7 %
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.431
|
|
Bulk Specific Gravity 2
|
2.427
|
|
Bulk Specific Gravity 3
|
2.429
|
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Average Bulk Specific Gravity
|
2.429
|
DIME Test ID: 2024-05-23-90-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/15/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Wet > 70 and Dry > 100
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
|
147 psi
|
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Average Wet Tensile Strength
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130 psi
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Tensile Strength Ratio
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0.88
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DIME Test ID: 2024-05-23-90-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/15/2024
Date Tested: 07/03/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies 2.44 mm < 12.7 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Test Temperature
|
122 F
|
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Binder High PG Grade
|
no data
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Binder Content TWM
|
no data
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Air Void Content
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no data
|
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Aggregate Gradation
|
no data
|
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Type and Amount of Anti-Stripping Additive
|
Yes 0.5%
|
|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
|
>15000
|
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Maximum impression at 5000 passes (left wheel)
|
2.32 mm
|
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Maximum impression at 5000 passes (right wheel)
|
1.48 mm
|
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Average impression at 5000 passes (left/right avg)
|
1.9 mm
|
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Maximum impression at 10000 passes (left wheel)
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2.7 mm
|
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Maximum impression at 10000 passes (right wheel)
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1.66 mm
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Average impression at 10000 passes (left/right avg)
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2.18 mm
|
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Maximum impression at 15000 passes (left wheel)
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3.02 mm
|
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Maximum impression at 15000 passes (right wheel)
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1.85 mm
|
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Average impression at 15000 passes (left/right avg)
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2.44 mm
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Average impression at 20000 passes (left/right avg)
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no data
|
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Average impression at 25000 passes (left/right avg)
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no data
|
DIME Test ID: 2024-05-23-90-7
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: 07/15/2024
Date Tested: 06/26/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: 3 RAP burns Complies Target 5.43
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
|
3983.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5634 g
|
|
Mass of HMA Sample prior to ignition
|
1650.7 g
|
|
Corrected Asphalt Binder Content
|
6.89 %
|
|
Mass Loss
|
113.8 g
|
|
Mass of aggregate remaining after ignition
|
1536.9 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: 2024-05-23-90-8
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: 07/15/2024
Date Tested: 06/26/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: RAP Rice Complies
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
|
1527.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8392 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.494
|
|
Theoretical maximum density at 25°C (77°F)
|
155.2 lb/ft^3
|
