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Sample Record for 2020-07-06-39

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Project Information

Project ID: 214801 DEA: 031G6504 EFIS: 0319000105 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA,NEV-89-21.5/21.6,0.0/0.5
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location Description: PLACER AND NEVADA COUNTIES IN AND NEAR TRUCKEE FROM WEST RIVER STREET TO 0.2 MILE NORTH OF DEERFIELD DRIVE
Contractor Name: All-American Construction, Inc.
Contractor Address: P.O. Box 536, Live Oak, CA 95953
Resident Engineer: Bojana Guiterrez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-06-39
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: 07/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch HMA - A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-031
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert - Martis Valley 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 6

DIME Test ID: 2020-07-06-39-1
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: 12/16/2020
Date Tested: 07/31/2020
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: JMF20-031
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.40 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 2 of 6

DIME Test ID: 2020-07-06-39-2
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: 12/16/2020
Date Tested: 07/31/2020
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: JMF20-031. Test date estimated
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.381
Bulk Specific Gravity 2 2.382
Bulk Specific Gravity 3 2.375
Average Bulk Specific Gravity 2.38

Test 3 of 6

DIME Test ID: 2020-07-06-39-3
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: 12/16/2020
Date Tested: 07/31/2020
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: JMF20-031
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
Specific Gravity for Sample 1 2.458
Theoretical maximum density at 25°C (77°F) no data

Test 4 of 6

DIME Test ID: 2020-07-06-39-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/16/2020
Date Tested: 07/31/2020
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: JMF20-031. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.2 %
Percent Air Voids 2 3.1
Percent Air Voids 3 3.4
Percent Air Voids Average 3.2

Test 5 of 6

DIME Test ID: 2020-07-06-39-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/16/2020
Date Tested: 07/31/2020
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: JMF20-031. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 164 psi
Average Wet Tensile Strength 133 psi
Tensile Strength Ratio 81

Test 6 of 6

DIME Test ID: 2020-07-06-39-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/16/2020
Date Tested: 08/03/2020
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: JMF20-031
Test Result Compliance: complies
Additional Comments When Verified: JMF20-031
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 23300
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) 12.74 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 6.43 mm
Stripping Inflection Point (Wheel A) 13900
Stripping Inflection Point (Wheel B) 25000