Sample Record for 2020-05-13-38
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213485 DEA: 032F9804 EFIS: 0312000026
QA Service Level: 1
DIST-CO-RTE-PM: 03-COL-20-31.7/32.9
Work Description: PAVEMENT REHABILITATION
Location Description: COLUSA COUNTY IN AND NEAR COLUSA FROM 0.1 MILE EAST OF THE MARKET STREET/STATE ROUTE 20 INTERSECTION TO 0.1 MILE SOUTH OF BUTTE VISTA DRIVE
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 24207 County Road 100A, Davis CA 95617
Resident Engineer: Anthony Granados Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-05-13-38
TL Number from the TL Form: C778171
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: 05/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2 inch HMA - A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-020B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
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: 2020-05-13-38-1
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: 11/23/2020
Date Tested: 06/17/2020
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: JMF20-020B
Test Result Compliance: complies
Additional Comments When Verified:
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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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Method A
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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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5.40 %
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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: 2020-05-13-38-2
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: 11/23/2020
Date Tested: 06/17/2020
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: JMF20-020B
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.463
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Bulk Specific Gravity 2
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2.471
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Bulk Specific Gravity 3
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2.457
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Average Bulk Specific Gravity
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2.464
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Test 3 of 7
DIME Test ID: 2020-05-13-38-3
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: 11/23/2020
Date Tested: 06/18/2020
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: JMF20-020B
Test Result Compliance: not applicable
Additional Comments When Verified:
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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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Specific Gravity for Sample 1
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2.570
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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: 2020-05-13-38-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/23/2020
Date Tested: 06/17/2020
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: JMF20-020B
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.2 %
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Percent Air Voids 2
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3.9
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Percent Air Voids 3
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4.4
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Percent Air Voids Average
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4.2
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Test 5 of 7
DIME Test ID: 2020-05-13-38-5
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 11/23/2020.
Reason: retested
Test 6 of 7
DIME Test ID: 2020-05-13-38-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 11/23/2020
Date Tested: 06/23/2020
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: JMF20-020B
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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2.79 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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3.61 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: 2020-05-13-38-8
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/23/2020
Date Tested: 06/18/2020
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: JMF20-020B
Test Result Compliance: complies
Additional Comments When Verified:
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Average Dry Tensile Strength
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194 psi
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Average Wet Tensile Strength
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176 psi
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Tensile Strength Ratio
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91
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