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Sample Record for 2020-07-24-54

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Project Information

Project ID: 214618 DEA: 033F99U4 EFIS: 0319000311 QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-99-39.2/41.4
Work Description: WIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM.
Location Description: SUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION)
Contractor Name: DESILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway Blvd. , Ste 105, Sacramento, CA 95834
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-24-54
TL Number from the TL Form: c779826
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA-A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-029
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Aggregates-Marysville

Material Information

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

Test Results

Test 1 of 7

DIME Test ID: 2020-07-24-54-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 01/26/2021
Date Tested: 08/06/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
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: JMF20-029. Terrance White
Test Result Compliance: complies
Additional Comments When Verified: JMF20-029
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 4.90 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 2 of 7

DIME Test ID: 2020-07-24-54-2
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: 01/26/2021
Date Tested: 08/07/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
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: JMF20-029. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-029
Bulk Specific Gravity 2.505
Bulk Specific Gravity 2 2.507
Bulk Specific Gravity 3 2.512
Average Bulk Specific Gravity 2.508

Test 3 of 7

DIME Test ID: 2020-07-24-54-3
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: 01/26/2021
Date Tested: 08/06/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
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: JMF20-029.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-029
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.590
Theoretical maximum density at 25°C (77°F) no data

Test 4 of 7

DIME Test ID: 2020-07-24-54-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/26/2021
Date Tested: 08/07/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
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: JMF20-029. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-029
Percent Air Voids 3.3 %
Percent Air Voids 2 3.2
Percent Air Voids 3 3.0
Percent Air Voids Average 3.2

Test 5 of 7

DIME Test ID: 2020-07-24-54-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
This test has been superseded on 01/26/2021.
Reason: retested

Test 6 of 7

DIME Test ID: 2020-07-24-54-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 01/26/2021
Date Tested: 08/10/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
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: JMF20-029.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-029
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) 4.65 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 4.46 mm
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000

Test 7 of 7

DIME Test ID: 2020-07-24-54-7
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/26/2021
Date Tested: 08/07/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
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: JMF20-029. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-029
Unit system used? SI Units
Average Dry Tensile Strength 127 psi
Average Wet Tensile Strength 108 psi
Tensile Strength Ratio 0.85