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Sample Record for 2021-07-08-57

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Project Information

Project ID: 215656 DEA: 032G0604 EFIS: 0320000192 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5736-
Work Description: REMOVE AND REPLACE CL2 AGGREGATE BASE AND HMA (TYPE A).
Location Description: SACRAMENTO COUNTY IN SACRAMENTO AT THE NORTHGATE MAINTENANCE STATION AT 3940 ROSIN COURT
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Rd, Livermore, CA 94550
Resident Engineer: Deya Dean Elghassein Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-08-57
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: 07/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2021
The quantity of what the sample constitutes: 12 Boxes of mix
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Drum Plant

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: 2021-07-08-57-1
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: 09/24/2021
Date Tested: 09/02/2021
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: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Asphalt Binder Content 5.20 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 6

DIME Test ID: 2021-07-08-57-2
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: 09/24/2021
Date Tested: 09/02/2021
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: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Specific Gravity for Sample 1 2.557

Test 3 of 6

DIME Test ID: 2021-07-08-57-3
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: 09/24/2021
Date Tested: 09/03/2021
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: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 4.300
Bulk Specific Gravity 2 4.300
Bulk Specific Gravity 3 4.300
Average Bulk Specific Gravity 4.3

Test 4 of 6

DIME Test ID: 2021-07-08-57-4
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: 09/24/2021
Date Tested: 09/03/2021
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: 21-036
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.448
Bulk Specific Gravity 2 2.447
Bulk Specific Gravity 3 2.448
Average Bulk Specific Gravity 2.448

Test 5 of 6

DIME Test ID: 2021-07-08-57-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/24/2021
Date Tested: 09/03/2021
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: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Average Dry Tensile Strength 153 psi
Average Wet Tensile Strength 112 psi
Tensile Strength Ratio 0.73

Test 6 of 6

DIME Test ID: 2021-07-08-57-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 09/24/2021
Date Tested: 09/06/2021
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: JMF 21-036
Test Result Compliance:
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) 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) 4.72 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 7.1 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.