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Sample Record for 2021-03-12-18

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Project Information

Project ID: 215307 DEA: 033F5004 EFIS: 0313000019 QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-5-R7.4/R17.0
Work Description: PLACE HMA (TYPE A) AND MODIFY INTERCONNECTION CONDUIT AND CABLE.
Location Description: GLENN COUNTY IN AND NEAR WILLOWS AT VARIOUS LOCATIONS FROM COUNTY ROAD 57 OVERCROSSING TO COUNTY ROAD 33 OVERCROSSING
Contractor Name: BALDWIN CONTRACTING COMPANY, INC. DBA KNIFE RIVER CONSTRUCT
Contractor Address: 1764 Skyway, CHICO, CA 95928
Resident Engineer: Tony Granados Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-12-18
TL Number from the TL Form: C778174
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: 03/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/12/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - A, with 15% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-003
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Drum Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Results

Test 1 of 6

DIME Test ID: 2021-03-12-18-1
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: 04/02/2021
Date Tested: 03/15/2021
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: JMF21-003.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-003
Asphalt Binder Content 5.00 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 6

DIME Test ID: 2021-03-12-18-2
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: 04/02/2021
Date Tested: 03/16/2021
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: JMF21-003. Ben Dreher
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-003
Bulk Specific Gravity 2.469
Bulk Specific Gravity 2 2.473
Bulk Specific Gravity 3 2.464
Average Bulk Specific Gravity 2.396

Test 3 of 6

DIME Test ID: 2021-03-12-18-3
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: 04/02/2021
Date Tested: 03/15/2021
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: JMF21-003.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-003
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7406.5 grams
Mass of oven-dry sample in air for Sample 1 2122.6 grams
Mass of container filled with the sample and water for Sample 1 8695.8 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.547

Test 4 of 6

DIME Test ID: 2021-03-12-18-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/02/2021
Date Tested: 03/15/2021
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: JMF21-003.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-003
Percent Air Voids 3.1 %
Percent Air Voids 2 2.9
Percent Air Voids 3 3.3
Percent Air Voids Average 3.1

Test 5 of 6

DIME Test ID: 2021-03-12-18-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/02/2021
Date Tested: 03/18/2021
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: JMF21-003.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-003
Average Dry Tensile Strength 187 psi
Average Wet Tensile Strength 154 psi
Tensile Strength Ratio 0.82

Test 6 of 6

DIME Test ID: 2021-03-12-18-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/02/2021
Date Tested: 03/19/2021
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: JMF21-003.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-003
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 2.81 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 2.73 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
No tests have been assigned to this sample.