Sample Record for 2020-04-15-42
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214642 DEA: 031G6704 EFIS: 0319000117
QA Service Level: 1
DIST-CO-RTE-PM: 03---
Work Description: COLD PLANE AC PAVEMENT AND RHMA-G OVERLAY.
Location Description: GLENN COUNTY NEAR WILLOWS FROM 2.3 MILES EAST OF NYE CREEK BRIDGE TO 0.2 MILE WEST OF ROUTE 162/5 SEPARATION
Contractor Name: BALDWIN CONTRACTING CO., INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 Skyway, CHICO, CA 95928
Resident Engineer: Daniel Rechs Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-04-15-42
TL Number from the TL Form: C779099
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: 04/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/16/2020
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: JMF20-016
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KRC Orland Drum Plant
Material Information
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 9
DIME Test ID: 2020-04-15-42-1
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: 01/11/2021
Date Tested: 05/01/2020
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: JMF20-016
Test Result Compliance: complies
Additional Comments When Verified:
|
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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7.6 %
|
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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 9
DIME Test ID: 2020-04-15-42-2
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)
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 01/11/2021.
Reason: corrected
Test 3 of 9
DIME Test ID: 2020-04-15-42-3
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: 01/11/2021
Date Tested: 05/01/2020
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: JMF20-016
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?
|
US Units
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|
Mass Determination
|
Air
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Specific Gravity for Sample 1
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2.472
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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 9
DIME Test ID: 2020-04-15-42-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/11/2021
Date Tested: 05/04/2020
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: JMF20-016. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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3.2 %
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|
Percent Air Voids 2
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2.9
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Percent Air Voids 3
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3.2
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Average Percent Air Voids
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3.1
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Test 5 of 9
DIME Test ID: 2020-04-15-42-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/11/2021
Date Tested: 05/05/2020
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: JMF20-016. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
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147 psi
|
|
Average Wet Tensile Strength
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118 psi
|
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Tensile Strength Ratio
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86
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Test 6 of 9
DIME Test ID: 2020-04-15-42-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 01/11/2021
Date Tested: 05/05/2020
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: JMF20-016
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
|
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
5.23 mm
|
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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5.46 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 9
DIME Test ID: 2020-04-15-42-7
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: 01/11/2021
Date Tested: 05/04/2020
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: JMF20-016. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Volume of the specimen
|
1732.94 cm^3
|
|
Uncorrected relative density (Gmmu50-150)
|
no data
|
|
Relative density (Gmm50-150)
|
2.4 %
|
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Air Voids (AV50-150)
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3.1 %
|
Test 8 of 9
DIME Test ID: 2020-04-15-42-8
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 01/11/2021.
Reason: corrected
Test 9 of 9
DIME Test ID: 2020-04-15-42-9
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: 01/11/2021
Date Tested: 05/04/2020
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: JMF20-016. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.394
|
|
Bulk Specific Gravity 2
|
2.401
|
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Bulk Specific Gravity 3
|
2.392
|
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Average Bulk Specific Gravity
|
2.396
|
