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Sample Record for 2020-04-17-18

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Project Information

Project ID: 214628 DEA: 031G6604 EFIS: 0319000116 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-162-12.6/15.6
Work Description: COLD IN-PLACE RECYCLING, RHMA-G OVERLAY, AND COLD PLANE AC PAVEMENT.
Location Description: BUTTE COUNTY IN AND NEAR OROVILLE FROM 0.8 MILE EAST OF WILBUR ROAD TO FEATHER RIVER BRIDGE
Contractor Name: LAMON CONSTRUCTION
Contractor Address: 871 Von Geldern Way, Yuba City, California 95991
Resident Engineer: Ryan Johnson Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-04-17-18
TL Number from the TL Form: C779100
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: 04/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2 inch RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert-Hallwood Drum Plant

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Results

Test 1 of 7

DIME Test ID: 2020-04-17-18-1
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: 11/13/2020
Date Tested: 06/01/2020
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: JMF20-017
Test Result Compliance: complies
Additional Comments When Verified: JMF20-017
Asphalt Binder Content 7.80 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 7

DIME Test ID: 2020-04-17-18-3
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)
Verified Date: 11/13/2020
Date Tested: 06/01/2020
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: JMF20-017
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-017
Bulk Specific Gravity 2.340
Bulk Specific Gravity 2 2.338
Bulk Specific Gravity 3 2.345
Average Bulk Specific Gravity 2.341

Test 3 of 7

DIME Test ID: 2020-04-17-18-4
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: 11/13/2020
Date Tested: 06/01/2020
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: JMF20-017
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-017
Number of tests 1
Mass Determination Air
Specific Gravity for Sample 1 2.465

Test 4 of 7

DIME Test ID: 2020-04-17-18-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/13/2020
Date Tested: 06/02/2020
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: JMF20-017
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.1 %
Percent Air Voids 2 5.2
Percent Air Voids 3 4.9
Percent Air Voids Average 5

Test 5 of 7

DIME Test ID: 2020-04-17-18-6
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: 06/02/2020
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: JMF20-017
Test Result Compliance: complies
Additional Comments When Verified: JMF20-017
Average Dry Tensile Strength 144 psi
Average Wet Tensile Strength 121 psi
Tensile Strength Ratio 84

Test 6 of 7

DIME Test ID: 2020-04-17-18-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 11/13/2020
Date Tested: 06/02/2020
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: JMF20-017
Test Result Compliance: complies
Additional Comments When Verified: JMF20-017
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) 5.22 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 3.43 mm
Stripping Inflection Point (Wheel A) 19200
Stripping Inflection Point (Wheel B) 25000

Test 7 of 7

DIME Test ID: 2020-04-17-18-8
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: 11/13/2020
Date Tested: 06/02/2020
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: JMF20-017
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-017
Volume of the specimen 1732.940 cm^3
Uncorrected relative density (Gmmu50-150) no data
Relative density (Gmm50-150) 2.3 %
Air Voids (AV50-150) 5.0 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.