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Sample Record for 2020-06-19-24

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Project Information

Project ID: 214841 DEA: 034H1004 EFIS: 0318000176 QA Service Level: 1
DIST-CO-RTE-PM: 03-SIE-49-9.2/24.7
Work Description: INSTALL RETAINING STRUCTURE AND RSP CONCRETE EMBANKMENT.
Location Description: SIERRA COUNTY ON ROUTE 49 AT VARIOUS LOCATIONS
Contractor Name: GORDON N BALL INC
Contractor Address: 333 CAMILLE AVENUE, ALAMO CA 94507
Resident Engineer: Christopher Fallbeck Structure Rep.: Jimmer Ross

Sample Information

DIME Sample ID: 2020-06-19-24
TL Number from the TL Form: c777828
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: 06/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/22/2020
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: JMF20-026
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials GVA

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: 2020-06-19-24-1
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: 02/08/2021
Date Tested: 07/23/2020
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: JMF20-026. Terrance White
Test Result Compliance: complies
Additional Comments When Verified: JMF20-026
Asphalt Binder Content 4.99 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 6

DIME Test ID: 2020-06-19-24-2
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: 02/08/2021
Date Tested: 07/24/2020
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: JMF20-026. Test date estimated. Report only.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-026
Bulk Specific Gravity 2.401
Bulk Specific Gravity 2 2.397
Bulk Specific Gravity 3 2.392
Average Bulk Specific Gravity 2.397

Test 3 of 6

DIME Test ID: 2020-06-19-24-3
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: 02/08/2021
Date Tested: 07/23/2020
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: JMF20-026. Report only.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-026
Number of tests 1
Mass Determination Air
Method Performed no data
Mass of container filled with water 7346.8 grams
Mass of oven-dry sample in air for Sample 1 2086.8 grams
Mass of container filled with the sample and water for Sample 1 8597.4 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.496

Test 4 of 6

DIME Test ID: 2020-06-19-24-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/08/2021
Date Tested: 07/27/2020
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: JMF20-026. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-026
Percent Air Voids 3.8 %
Percent Air Voids 2 4
Percent Air Voids 3 4.2
Percent Air Voids Average 4

Test 5 of 6

DIME Test ID: 2020-06-19-24-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/08/2021
Date Tested: 07/27/2020
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: JMF20-026. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-026
Average Dry Tensile Strength 218 psi
Average Wet Tensile Strength 170 psi
Tensile Strength Ratio 0.8

Test 6 of 6

DIME Test ID: 2020-06-19-24-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 02/08/2021
Date Tested: 07/28/2020
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: JMF20-026.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-026
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) 3.5 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 3.52 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.