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Sample Record for 2020-05-13-35

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Project Information

Project ID: 212324 DEA: 033F5104 EFIS: 0313000020 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-20-R18.1/R20.1
Work Description: Construct bridge, realign curve & widen shoulders.
Location Description: Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
Contractor Name: Flatiron West, Inc.
Contractor Address: 2100 Goodyear Road, Benicia, CA 94510
Resident Engineer: Aaron Chamberlin Structure Rep.: Brent Bullard

Sample Information

DIME Sample ID: 2020-05-13-35
TL Number from the TL Form: C741853
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2 inch HMA - A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Results

Test 1 of 6

DIME Test ID: 2020-05-13-35-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 11/11/2020
Date Tested: 06/15/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-020
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
Asphalt Binder Content 5.20 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 6

DIME Test ID: 2020-05-13-35-2
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: 11/11/2020
Date Tested: 06/22/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-020
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-020
Bulk Specific Gravity 2.474
Bulk Specific Gravity 2 2.467
Bulk Specific Gravity 3 2.473
Average Bulk Specific Gravity 2.472

Test 3 of 6

DIME Test ID: 2020-05-13-35-3
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: 11/11/2020
Date Tested: 06/15/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-020
Test Result Compliance: does not comply
Additional Comments When Verified: JMF20--020
Number of tests 1
Mass Determination Air
Specific Gravity for Sample 1 2.568

Test 4 of 6

DIME Test ID: 2020-05-13-35-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/11/2020
Date Tested: 06/22/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-020
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
Percent Air Voids 3.6 %
Percent Air Voids 2 3.9
Percent Air Voids 3 3.7
Percent Air Voids Average 3.8

Test 5 of 6

DIME Test ID: 2020-05-13-35-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/13/2020
Date Tested: 06/22/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-020
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
Average Dry Tensile Strength 187 psi
Average Wet Tensile Strength 152 psi
Tensile Strength Ratio 81

Test 6 of 6

DIME Test ID: 2020-05-13-35-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 11/11/2020
Date Tested: 06/22/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-020
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
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) 4.57 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 4.41 mm
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2020-05-13-35-7AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)11/10/202006/22/2020Kavon RastegarCT D03 - North Region Materials LabJMF20-020Jeff Herbert