Sample Record for 2021-04-01-33
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215062 DEA: 030F2904 EFIS: 0314000101
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-99-14.9/15.7
Work Description: CONSTRUCT BRIDGE AND ROADWAY; & REMOVE BRIDGE.
Location Description: BUTTE COUNTY ABOUT 10 MILES NORTH OF GRIDLEY FROM 0.3 MILE SOUTH TO 0.5 MILE NORTH OF NELSON AVENUE
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 400 Sunrise Ave Ste 300,, Roseville, CA 95661
Resident Engineer: Daniel Rechs Structure Rep.: James Ralston
Sample Information
DIME Sample ID: 2021-04-01-33
TL Number from the TL Form: C706327
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: 04/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert - Hallwood Plant
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2021-04-01-33-1
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: 06/02/2021
Date Tested: 05/11/2021
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: JMF21-020B.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-020B
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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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4.78 %
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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: 2021-04-01-33-2
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: 06/02/2021
Date Tested: 05/11/2021
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: JMF21-020B.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-020A
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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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7345.8 grams
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Mass of oven-dry sample in air for Sample 1
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2417.6 grams
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Mass of container filled with the sample and water for Sample 1
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8830.4 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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2.591
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Theoretical maximum density at 25°C (77°F)
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no data
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Test 3 of 7
DIME Test ID: 2021-04-01-33-3
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: 06/02/2021
Date Tested: 05/12/2021
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: JMF21-020B.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-020A
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Bulk Specific Gravity
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2.467
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Bulk Specific Gravity 2
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2.469
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Bulk Specific Gravity 3
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2.466
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Average Bulk Specific Gravity
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2.467
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Test 4 of 7
DIME Test ID: 2021-04-01-33-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/02/2021
Date Tested: 05/12/2021
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: JMF21-020B. Jeff Herbert
Test Result Compliance: complies
Additional Comments When Verified: JMF21-020B
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Percent Air Voids
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4.8 %
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Percent Air Voids 2
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4.7
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Percent Air Voids 3
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4.8
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Percent Air Voids Average
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4.8
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Test 5 of 7
DIME Test ID: 2021-04-01-33-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/02/2021
Date Tested: 05/13/2021
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: JMF21-020B.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-020A
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Average Dry Tensile Strength
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175 psi
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Average Wet Tensile Strength
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145 psi
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Tensile Strength Ratio
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0.83
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Test 6 of 7
DIME Test ID: 2021-04-01-33-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
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 06/30/2021.
Reason: corrected
Test 7 of 7
DIME Test ID: 2021-04-01-33-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/30/2021
Date Tested: 05/13/2021
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: JMF21-020B.
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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6.72 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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7.32 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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