Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214492 DEA: 033F5404 EFIS: 0313000136
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99,160-4.5/5.7,R44.5
Work Description: FURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE.
Location Description: SACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE
Contractor Name: BROSAMER & WALL, INC.
Contractor Address: 5000 Marsh Drive, Suite 300, Conord, CA 94520
Resident Engineer: Mohssen Ghassemi Structure Rep.: Chris Quon
DIME Sample ID: 2021-03-15-15
TL Number from the TL Form: C849136
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - A
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-012
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant
DIME Test ID: 2021-03-15-15-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 04/29/2021
Date Tested: 04/13/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-012.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-012
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Asphalt Binder Content
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4.57 %
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Correction Factor (Percent by mass of HMA Specimen)
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no data
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DIME Test ID: 2021-03-15-15-2
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: 04/29/2021
Date Tested: 04/13/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-012.
Test Result Compliance: not applicable
Additional Comments When Verified: Report only.
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Number of tests
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1
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Mass Determination
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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
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7345.2 grams
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Mass of oven-dry sample in air for Sample 1
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2335.1 grams
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Mass of container filled with the sample and water for Sample 1
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8765.2 grams
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Temperature of Water
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76 °F
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Specific Gravity for Sample 1
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2.552
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Theoretical maximum density at 25°C (77°F)
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no data
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DIME Test ID: 2021-03-15-15-3
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: 04/29/2021
Date Tested: 04/14/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-012.
Test Result Compliance: not applicable
Additional Comments When Verified: Report only.
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Bulk Specific Gravity
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2.461
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Bulk Specific Gravity 2
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2.448
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Bulk Specific Gravity 3
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2.459
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Average Bulk Specific Gravity
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2.456
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DIME Test ID: 2021-03-15-15-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/29/2021
Date Tested: 04/14/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-012.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-012
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Percent Air Voids
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3.6 %
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Percent Air Voids 2
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4.1
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Percent Air Voids 3
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3.7
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Percent Air Voids Average
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3.8
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DIME Test ID: 2021-03-15-15-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/30/2021
Date Tested: 04/15/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-012.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-012
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Average Dry Tensile Strength
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182 psi
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Average Wet Tensile Strength
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149 psi
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Tensile Strength Ratio
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0.82
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DIME Test ID: 2021-03-15-15-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/30/2021
Date Tested: 04/15/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-012.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-012
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
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15000
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
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15000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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3.3 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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5.51 mm
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Stripping Inflection Point (Wheel A)
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25000
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Stripping Inflection Point (Wheel B)
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25000
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DIME Test ID: 2021-03-15-15-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/29/2021
Date Tested: 04/15/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-012.
Test Result Compliance: complies
Additional Comments When Verified:
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
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25000
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
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25000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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3.89 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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6.51 mm
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Stripping Inflection Point (Wheel A)
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25000
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Stripping Inflection Point (Wheel B)
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25000
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