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Sample Record for 2020-07-23-49

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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: 2020-07-23-49
TL Number from the TL Form: C723296
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: 07/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2" HMA - A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-032
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Aggregates-Marysville

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: 2020-07-23-49-1
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: 03/03/2021
Date Tested: 08/17/2020
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: JMF20-032.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-032
Asphalt Binder Content 5.64 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 6

DIME Test ID: 2020-07-23-49-2
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: 03/03/2021
Date Tested: 08/18/2020
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: JMF20-032. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-032
Bulk Specific Gravity 2.479
Bulk Specific Gravity 2 2.465
Bulk Specific Gravity 3 2.461
Average Bulk Specific Gravity 2.468

Test 3 of 6

DIME Test ID: 2020-07-23-49-3
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: 03/03/2021
Date Tested: 08/17/2020
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: JMF20-032.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-032
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7347.1 grams
Mass of oven-dry sample in air for Sample 1 1689.4 grams
Mass of container filled with the sample and water for Sample 1 8377.7 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.564

Test 4 of 6

DIME Test ID: 2020-07-23-49-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/03/2021
Date Tested: 08/18/2020
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: JMF20-032. Test date estimated. Jeff Herbert
Test Result Compliance: complies
Additional Comments When Verified: JMF20-032
Percent Air Voids 3.3 %
Percent Air Voids 2 3.9
Percent Air Voids 3 4
Percent Air Voids Average 3.8

Test 5 of 6

DIME Test ID: 2020-07-23-49-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/03/2021
Date Tested: 08/19/2020
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: JMF20-032. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: Correction: JMF20-032
Average Dry Tensile Strength 195 psi
Average Wet Tensile Strength 147 psi
Tensile Strength Ratio 0.75

Test 6 of 6

DIME Test ID: 2020-07-23-49-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 03/03/2021
Date Tested: 08/19/2020
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: JMF20-032.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-032
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) 4.21 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 4.52 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.