Sample Record for 2020-12-17-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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: Daniel Tecle Structure Rep.: Pha Tran
Sample Information
DIME Sample ID: 2020-12-17-10
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/05/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2" HMA - A (SP)
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-005
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant
Material Information
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2020-12-17-10-1
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: 04/06/2021
Date Tested: 03/12/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
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: JMF21-005.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-005
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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5.26 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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no data
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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Test 2 of 7
DIME Test ID: 2020-12-17-10-2
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: 04/06/2021
Date Tested: 03/12/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
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: JMF21-005.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-005
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Bulk Specific Gravity
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2.445
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Bulk Specific Gravity 2
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2.446
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Bulk Specific Gravity 3
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2.440
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Average Bulk Specific Gravity
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2.444
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Test 3 of 7
DIME Test ID: 2020-12-17-10-3
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: 04/06/2021
Date Tested: 03/12/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
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: JMF21-005.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-005. Report only
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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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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7405.1 grams
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Mass of oven-dry sample in air for Sample 1
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1766.6 grams
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Mass of container filled with the sample and water for Sample 1
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8470.5 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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2.519
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Theoretical maximum density at 25°C (77°F)
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no data
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Test 4 of 7
DIME Test ID: 2020-12-17-10-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/06/2021
Date Tested: 03/15/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
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: JMF21-005.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-005
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Percent Air Voids
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3.2 %
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Percent Air Voids 2
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3.2
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Percent Air Voids 3
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2.9
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Percent Air Voids Average
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3.1
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Test 5 of 7
DIME Test ID: 2020-12-17-10-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
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
This test has been superseded on 04/06/2021.
Reason: corrected
Test 6 of 7
DIME Test ID: 2020-12-17-10-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/06/2021
Date Tested: 03/19/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
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: JMF21-005.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-005
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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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3.11 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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2.95 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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Test 7 of 7
DIME Test ID: 2020-12-17-10-7
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/06/2021
Date Tested: 03/19/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
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: JMF21-005.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-005
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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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174 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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0.86
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