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