Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE
Contractor Address: 400 Sunrise Ave. Ste. #300, Roseville, CA 95661
Resident Engineer: Girmay Beyene Structure Rep.: Luis Guzman
DIME Sample ID: 2020-11-14-8
TL Number from the TL Form:
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: 11/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/07/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" Type A - HMA, LL Rich Bottom
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-004
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins - Continuous Plant Dreyer Drum
DIME Test ID: 2020-11-14-8-1
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: 03/29/2021
Date Tested: 03/08/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-004
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Asphalt Binder Content
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5.70 %
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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: 2020-11-14-8-2
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: 03/29/2021
Date Tested: 03/08/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF21-004.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-004. Report Only
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Bulk Specific Gravity
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2.481
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Bulk Specific Gravity 2
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2.476
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Bulk Specific Gravity 3
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2.478
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Average Bulk Specific Gravity
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2.478
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DIME Test ID: 2020-11-14-8-3
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: 03/29/2021
Date Tested: 03/08/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF21-004. Benjamin Dreher
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-004
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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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Specific Gravity for Sample 1
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2.525
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DIME Test ID: 2020-11-14-8-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/29/2021
Date Tested: 03/08/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-004
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Percent Air Voids
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1.8 %
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Percent Air Voids 2
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1.9
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Percent Air Voids 3
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1.9
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Percent Air Voids Average
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1.9
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DIME Test ID: 2020-11-14-8-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/29/2021
Date Tested: 03/17/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-004.
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Average Dry Tensile Strength
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193 psi
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Average Wet Tensile Strength
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158 psi
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Tensile Strength Ratio
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0.82
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DIME Test ID: 2020-11-14-8-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 03/29/2021
Date Tested: 03/18/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-004
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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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4.98 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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4.36 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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