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Sample Record for 2019-05-13-17

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Project Information

Project ID: 214175 DEA: 030H4804 EFIS: 0315000198 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-0.1/1.6,11.8/21.6
Work Description: COLD PLANE AC PAVEMENT AND RHMA OVERLAY.
Location Description: SACRAMENTO COUNTY IN AND NEAR GALT FROM DRY CREEK BRIDGE TO SIMMERHORN ROAD AND IN ELK GROVE AND SACRAMENTO FROM 0.9 MILE SOUTH OF ELK GROVE BOULEVARD TO MARTIN LUTHER KING JR BOULEVARD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Sushma Lee Structure Rep.: Kim Noonan

Sample Information

DIME Sample ID: 2019-05-13-17
TL Number from the TL Form:
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: 05/13/2019
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: 3/4" HMA - A
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-013
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Clements 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: 2019-05-13-17-1
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: 01/21/2021
Date Tested: 05/20/2019
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: JMF20-013. Test date is an estimate based on a completed CEM-3513 form from D-10.
Test Result Compliance: complies
Additional Comments When Verified:
Asphalt Binder Content 4.41 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 6

DIME Test ID: 2019-05-13-17-2
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: 01/21/2021
Date Tested: 05/21/2019
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: Test date is an estimate based on a completed CEM-3513 form from D-10.
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.514
Bulk Specific Gravity 2 2.511
Bulk Specific Gravity 3 2.509
Average Bulk Specific Gravity 2.511

Test 3 of 6

DIME Test ID: 2019-05-13-17-3
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: 01/21/2021
Date Tested: 05/20/2019
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: Test date is an estimate based on a completed CEM-3513 form from D-10.
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Specific Gravity for Sample 1 2.624

Test 4 of 6

DIME Test ID: 2019-05-13-17-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/21/2021
Date Tested: 05/22/2019
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: Test date is an estimate based on a completed CEM-3513 form from D-10.
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.2 %
Percent Air Voids 2 4.3
Percent Air Voids 3 4.4
Percent Air Voids Average 4.3

Test 5 of 6

DIME Test ID: 2019-05-13-17-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/21/2021
Date Tested: 05/23/2019
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: Test date is an estimate based on a completed CEM-3513 form from D-10.
Test Result Compliance: complies
Additional Comments When Verified:
Average Dry Tensile Strength 171 psi
Average Wet Tensile Strength 170 psi
Tensile Strength Ratio 99

Test 6 of 6

DIME Test ID: 2019-05-13-17-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 01/21/2021
Date Tested: 05/24/2019
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: Data submitted for administrative purposes; lab tests were performed by D-10 Lab personnel. Test date is an estimated guess, based on a completed CEM-3513 form from D-10.
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) 0
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 0
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 3.05 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 2.97 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.