Sample Record for 2020-06-04-42
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212535 DEA: 031A9204 EFIS: 0300020608
QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-20-5-11.3
Work Description: SUTTER BYPASS WIDENING AND REHAB
Location Description: NEAR YUBA CITY FROM SUTTER BYPASS TO 0.1 MILE WEST OF LYTLE ROAD.
Contractor Name: KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY DR., CHICO, CA 95928
Resident Engineer: Anthony Granados Structure Rep.: Glen Lawson
Sample Information
DIME Sample ID: 2020-06-04-42
TL Number from the TL Form: C693829
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: 06/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 " RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-023B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KRC Hallwood
Material Information
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2020-06-04-42-1
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: 02/23/2021
Date Tested: 07/01/2020
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: JMF20-023B.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-023B
What temperature unit is used?
|
Fahrenheit
|
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
|
Corrected Asphalt Binder Content
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7.25 %
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Mass Loss
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no data
|
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 8
DIME Test ID: 2020-06-04-42-2
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: 02/23/2021
Date Tested: 09/02/2020
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: JMF20-023B. Test date estimated. Report only.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-023B
Bulk Specific Gravity
|
2.417
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Bulk Specific Gravity 2
|
2.419
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Bulk Specific Gravity 3
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2.414
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Average Bulk Specific Gravity
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2.417
|
Test 3 of 8
DIME Test ID: 2020-06-04-42-3
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: 02/23/2021
Date Tested: 07/01/2020
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: JMF20-023B. Report only.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-023B
Number of tests
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1
|
What is the unit of measurement for theoretical density?
|
US Units
|
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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7346.7 grams
|
Mass of oven-dry sample in air for Sample 1
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2146.0 grams
|
Mass of container filled with the sample and water for Sample 1
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8628.3 grams
|
Temperature of Water
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76 °F
|
Specific Gravity for Sample 1
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2.483
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Theoretical maximum density at 25°C (77°F)
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no data
|
Test 4 of 8
DIME Test ID: 2020-06-04-42-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/23/2021
Date Tested: 07/02/2020
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: JMF20-023B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-023B
Percent Air Voids
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2.6 %
|
Percent Air Voids 2
|
2.6
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Percent Air Voids 3
|
2.8
|
Percent Air Voids Average
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2.7
|
Test 5 of 8
DIME Test ID: 2020-06-04-42-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/23/2021
Date Tested: 07/03/2020
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: JMF20-023B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-023B
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
148 psi
|
Average Wet Tensile Strength
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113 psi
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Tensile Strength Ratio
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0.76
|
Test 6 of 8
DIME Test ID: 2020-06-04-42-6
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 02/23/2021.
Reason: retested
Test 7 of 8
DIME Test ID: 2020-06-04-42-7
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Verified Date: 02/23/2021
Date Tested: 07/03/2020
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: JMF20-023B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-023B
Volume of the specimen
|
1732.940 cm^3
|
Uncorrected relative density (Gmmu50-150)
|
no data
|
Relative density (Gmm50-150)
|
2.4 %
|
Air Voids (AV50-150)
|
2.7 %
|
Test 8 of 8
DIME Test ID: 2020-06-04-42-8
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 02/23/2021
Date Tested: 07/06/2020
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: JMF20-023B. Jeff Herbert
Test Result Compliance: complies
Additional Comments When Verified: JMF20-023B. Tester name was corrected.
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
25000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
25000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
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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5.98 mm
|
Stripping Inflection Point (Wheel A)
|
25000
|
Stripping Inflection Point (Wheel B)
|
25000
|