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: 2024-08-15-46
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: 08/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification: 0609-JMFR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan CC
DIME Test ID: 2024-08-15-46-1
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: 08/23/2024
Date Tested: 08/20/2024
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 5.00% Tested 5.13%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
|
4013 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6064 g
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Mass of HMA Sample prior to ignition
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2051 g
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Corrected Asphalt Binder Content
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5.13 %
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Mass Loss
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117.3 g
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Mass of aggregate remaining after ignition
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1933.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.59 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
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538 C
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DIME Test ID: 2024-08-15-46-2
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: 08/23/2024
Date Tested: 08/19/2024
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 2.502
Test Result Compliance: complies
Additional Comments When Verified:
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Number of Samples
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1
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What is the unit of measurement for theoretical density?
|
US Units
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Mass Determination
|
Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water 1
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7475.6 grams
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Mass of oven-dry sample in air for Sample 1
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2546.6 grams
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Mass of container filled with the sample and water for Sample 1
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8998.3 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.487
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Theoretical maximum density at 25°C (77°F)
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154.8 lb/ft^3
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DIME Test ID: 2024-08-15-46-3
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: 08/23/2024
Date Tested: 08/20/2024
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 Avg of 3.5%
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.416
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Bulk Specific Gravity 2
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2.383
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Bulk Specific Gravity 3
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2.405
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Average Bulk Specific Gravity
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2.401
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DIME Test ID: 2024-08-15-46-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/23/2024
Date Tested: 08/20/2024
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 Avg of 3.5%
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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2.9 %
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Percent Air Voids 2
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4.2 %
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Percent Air Voids 3
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3.3 %
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Average Percent Air Voids
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3.5 %
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DIME Test ID: 2024-08-15-46-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/27/2024
Date Tested: 08/27/2024
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 - WET > 70 DRY > 100
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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183 psi
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Average Wet Tensile Strength
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147 psi
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Tensile Strength Ratio
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0.8
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DIME Test ID: 2024-08-15-46-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/23/2024
Date Tested: 08/23/2024
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 < 12.7 mm Tested 4.44 mm
Test Result Compliance: complies
Additional Comments When Verified:
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Test Temperature
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122 F
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Binder High PG Grade
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64-10
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Binder Content TWM
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5 %
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Air Void Content
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7.2 %
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Aggregate Gradation
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19 mm
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Type and Amount of Anti-Stripping Additive
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N/A
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Stripping Inflection Point (Wheel A)
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>15000
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Stripping Inflection Point (Wheel B)
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>15000
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Maximum impression at 5000 passes (left wheel)
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3.33 mm
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Maximum impression at 5000 passes (right wheel)
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3.44 mm
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Average impression at 5000 passes (left/right avg)
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3.39 mm
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Maximum impression at 10000 passes (left wheel)
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3.85 mm
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Maximum impression at 10000 passes (right wheel)
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3.97 mm
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Average impression at 10000 passes (left/right avg)
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3.91 mm
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Maximum impression at 15000 passes (left wheel)
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4.26 mm
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Maximum impression at 15000 passes (right wheel)
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4.61 mm
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Average impression at 15000 passes (left/right avg)
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4.44 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
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DIME Test ID: 2024-08-15-46-7
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: 08/23/2024
Date Tested: 08/20/2024
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 Saved material for RAP T30
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
3980.2 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
|
5630.6 g
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Mass of HMA Sample prior to ignition
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1650.4 g
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Corrected Asphalt Binder Content
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7.31 %
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Mass Loss
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120.7 g
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Mass of aggregate remaining after ignition
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1529.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
