Sample Record for 2020-09-10-30
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214518 DEA: 034F3704 EFIS: 0314000152
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-174-2.7/4.6
Work Description: REALIGN ROADWAY CURVES.
Location Description: NEVADA COUNTY NEAR PEARDALE FROM MAPLE WAY TO YOU BET ROAD
Contractor Name: DE SILVA GATES CONSTRUCTION
Contractor Address: 11555 DUBLIN BLVD, DUBLIN, CA 94568
Resident Engineer: Jeff Johnson Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-09-10-30
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: 09/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-029B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Aggregates-Marysville
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: 2020-09-10-30-1
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: 02/18/2021
Date Tested: 10/06/2020
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: JMF20-029B.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-029B
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
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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5.30 %
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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
|
Moisture Content
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no data
|
Temperature Compensation Factor
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no data
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Test Temperature
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no data
|
Test 2 of 7
DIME Test ID: 2020-09-10-30-2
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: 02/18/2021
Date Tested: 10/06/2020
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: JMF20-029B. Test date estimated. Report only.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-029B
Bulk Specific Gravity
|
2.502
|
Bulk Specific Gravity 2
|
2.506
|
Bulk Specific Gravity 3
|
2.503
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Average Bulk Specific Gravity
|
2.504
|
Test 3 of 7
DIME Test ID: 2020-09-10-30-3
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: 02/18/2021
Date Tested: 10/06/2020
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: JMF20-029B. Report only
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-029B
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
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Method Performed
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no data
|
Mass of container filled with water
|
7403.8 grams
|
Mass of oven-dry sample in air for Sample 1
|
2177.6 grams
|
Mass of container filled with the sample and water for Sample 1
|
8744.3 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.601
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 4 of 7
DIME Test ID: 2020-09-10-30-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/18/2021
Date Tested: 10/07/2020
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: JMF20-029B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-029B
Percent Air Voids
|
3.8 %
|
Percent Air Voids 2
|
3.7
|
Percent Air Voids 3
|
3.8
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Percent Air Voids Average
|
3.8
|
Test 5 of 7
DIME Test ID: 2020-09-10-30-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/18/2021
Date Tested: 10/07/2020
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: JMF20-029B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-029B
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
138 psi
|
Average Wet Tensile Strength
|
118 psi
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Tensile Strength Ratio
|
0.86
|
Test 6 of 7
DIME Test ID: 2020-09-10-30-6
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 02/18/2021.
Reason: retested
Test 7 of 7
DIME Test ID: 2020-09-10-30-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 02/18/2021
Date Tested: 10/08/2020
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: JMF20-029B.
Test Result Compliance: complies
Additional Comments When Verified:
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)
|
5.86 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
7.29 mm
|
Stripping Inflection Point (Wheel A)
|
25000
|
Stripping Inflection Point (Wheel B)
|
25000
|