Print Report | Back to Sample Detail

Sample Record for 2018-02-03-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212683 DEA: 032F5504 EFIS: 0313000312 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-17.5/18.1
Work Description: HOT MIX ASPHALT, ROADWAY EXCAVATION, AND ELECTRICAL
Location Description: SACRAMENTO COUNTY IN SACRAMENTO FROM MACK ROAD TO ELDER CREEK
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 24207 County Road 100A, Davis CA 95616
Resident Engineer: Leo Morales Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-02-03-2
TL Number from the TL Form: None
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: 02/03/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/05/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: JMF
From where was the sample collected: Source
Laboratory sample identification: JMF18-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins

Material Information

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

Test Results

Test 1 of 2

DIME Test ID: 2018-02-03-2-1
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: 04/18/2018
Date Tested: 04/18/2018
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: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 7346.0 grams
Mass of oven-dry sample in air for Sample 1 2059.0 grams
Mass of container filled with the sample and water for Sample 1 8605.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.570
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 2

DIME Test ID: 2018-02-03-2-2
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: 04/18/2018
Date Tested: 04/18/2018
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: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method B
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 2010.4 g
Corrected Asphalt Binder Content 4.48 %
Mass Loss no data
Mass of aggregate remaining after ignition 1912.0 g
Correction Factor (Percent by mass of HMA Specimen) 0.41 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 538 F