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Sample Record for 2024-06-19-90

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Project Information

Project ID: 994975 DEA: 034H0704 EFIS: 0318000158 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-20-R12.2/20.0
Work Description: COLD PLANE AND OVERLAY, INSTALL CURED-IN-PLACE PIPELINERS.
Location Description: NEVADA COUNTY IN AND NEAR GRASS VALLEY AND NEVADA CITY FROM ROUTE 20/49 SEPARATION TO 0.1 MILE EAST OF CELIO ROAD
Contractor Name: DESILVA GATES CONSTRUCTION LLC
Contractor Address: 3855 N Freeway, Ste. 100, Sacramento, CA 95834
Resident Engineer: Renee Plaza Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-19-90
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2024
The quantity of what the sample constitutes: 2 Boxes
A brief description of the sample: 3/4" RHMA-G-SP, PG 64-16
From where was the sample collected: Source
Laboratory sample identification: 3823
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 6
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-06-19-90-1
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: 07/15/2024
Date Tested: 07/01/2024
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:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4057.2 g
Mass of the specimen and specimen basket assembly prior to ignition 6170.9 g
Mass of HMA Sample prior to ignition 2113.7 g
Corrected Asphalt Binder Content 6.94 %
Mass Loss 156.9 g
Mass of aggregate remaining after ignition 1956.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.48 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2024-06-19-90-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/15/2024
Date Tested: 07/01/2024
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:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7343.5 grams
Mass of oven-dry sample in air for Sample 1 2508.5 grams
Mass of container filled with the sample and water for Sample 1 8849.6 grams
Temperature of Water 538 °F
Specific Gravity for Sample 1 2.502
Theoretical maximum density at 25°C (77°F) 2495 kg/m^3