Sample Record for 2021-04-12-66
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215033 DEA: 033H6504 EFIS: 0318000027
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-49-8.3/8.7
Work Description: CONSTRUCT A TWO-WAY LEFT-TURN LANE AND 8' SHOULDERS.
Location Description: NEVADA COUNTY ON ROUTE 49 FROM 0.1 MILE SOUTH OF ROUND VALLEY ROAD TO 0.1 MILE NORTH OF QUAIL CREEK DRIVE
Contractor Name: BALDWIN CONTRACTING CO., INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 Skyway, CHICO, CA 95928
Resident Engineer: Christopher Fallbeck Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2021-04-12-66
TL Number from the TL Form: C779131
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: 04/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2021
The quantity of what the sample constitutes: 32 boxes of mix
A brief description of the sample: 3/4" HMA - A
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-022
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Hallwood
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 6
DIME Test ID: 2021-04-12-66-1
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: 06/23/2021
Date Tested: 05/26/2021
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: JMF21-022.
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
no data
|
Mass of the specimen and specimen basket assembly prior to ignition
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no data
|
Mass of HMA Sample prior to ignition
|
2238.8 g
|
Corrected Asphalt Binder Content
|
4.79 %
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Mass Loss
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no data
|
Mass of aggregate remaining after ignition
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2124.4 g
|
Correction Factor (Percent by mass of HMA Specimen)
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0.32 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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no data
|
Test Temperature
|
1000.4 F
|
Test 2 of 6
DIME Test ID: 2021-04-12-66-2
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: 06/23/2021
Date Tested: 05/26/2021
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: JMF21-022. Report only.
Test Result Compliance: not applicable
Additional Comments When Verified:
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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Mechanical Agitation - Method A
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Mass of container filled with water
|
7346.4 grams
|
Mass of oven-dry sample in air for Sample 1
|
2515.9 grams
|
Mass of container filled with the sample and water for Sample 1
|
8890.1 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.588
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 3 of 6
DIME Test ID: 2021-04-12-66-3
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)
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 06/23/2021.
Reason: corrected
Test 4 of 6
DIME Test ID: 2021-04-12-66-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/23/2021
Date Tested: 05/27/2021
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: JMF21-022.
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
4.3 %
|
Percent Air Voids 2
|
4.4
|
Percent Air Voids 3
|
4.5
|
Percent Air Voids Average
|
4.4
|
Test 5 of 6
DIME Test ID: 2021-04-12-66-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/23/2021
Date Tested: 05/28/2021
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: JMF21-022.
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)
|
2.91 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
3.13 mm
|
Stripping Inflection Point (Wheel A)
|
25000
|
Stripping Inflection Point (Wheel B)
|
25000
|
Test 6 of 6
DIME Test ID: 2021-04-12-66-7
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: 06/23/2021
Date Tested: 05/27/2021
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: JMF21-022. Report only.
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.476
|
Bulk Specific Gravity 2
|
2.475
|
Bulk Specific Gravity 3
|
2.472
|
Average Bulk Specific Gravity
|
2.474
|