Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214426 DEA: 030A5704 EFIS: 0300020593
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-20-13.3/R18.2
Work Description: Browns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location Description: YUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 400 Sunrise Ave, Suite 300, Roseville, CA 95661
Resident Engineer: Garrett Griffith Structure Rep.: Matt Crete
DIME Sample ID: 2021-05-11-33
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 05/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/12/2021
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: RAP 1/2"
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood Drum Plant
DIME Test ID: 2021-05-11-33-1
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: 08/13/2021
Date Tested: 07/12/2021
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: JMF 21-028
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
4.35 %
|
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
|
DIME Test ID: 2021-05-11-33-4
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/13/2021
Date Tested: 07/13/2021
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: JMF 21-028
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used?
|
No
|
Cumulative percent passing the 2 in. sieve
|
0 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
0 %
|
Cumulative percent passing the 1 in. sieve
|
0 %
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
95 %
|
Cumulative percent passing the 3/8 in. sieve
|
86 %
|
Cumulative percent passing the #4 sieve
|
60 %
|
Cumulative percent passing the #8 sieve
|
42 %
|
Cumulative percent passing the #16 sieve
|
31 %
|
Cumulative percent passing the #30 sieve
|
23 %
|
Cumulative percent passing the #50 sieve
|
17 %
|
Cumulative percent passing the #100 sieve
|
12 %
|
Cumulative percent passing the #200 sieve
|
9.2 %
|
DIME Test ID: 2021-05-11-33-5
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
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
Data has not been verified.