Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213485 DEA: 032F9804 EFIS: 0312000026
QA Service Level: 1
DIST-CO-RTE-PM: 03-COL-20-31.7/32.9
Work Description: PAVEMENT REHABILITATION
Location Description: COLUSA COUNTY IN AND NEAR COLUSA FROM 0.1 MILE EAST OF THE MARKET STREET/STATE ROUTE 20 INTERSECTION TO 0.1 MILE SOUTH OF BUTTE VISTA DRIVE
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 24207 County Road 100A, Davis CA 95617
Resident Engineer: Anthony Granados Structure Rep.: Unknown
DIME Sample ID: 2020-06-01-13
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: 06/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2020
The quantity of what the sample constitutes: 1 Bag of RAP
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-021B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
RAP Source: Teichert Materials Hallwood
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2020-06-01-13-1
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: 07/17/2020
Date Tested: 06/23/2020
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 tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.608
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-06-01-13-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/17/2020
Date Tested: 06/02/2020
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:
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
|
96 %
|
Cumulative percent passing the 3/8 in. sieve
|
87 %
|
Cumulative percent passing the #4 sieve
|
58 %
|
Cumulative percent passing the #8 sieve
|
41 %
|
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
|
8.9 %
|
DIME Test ID: 2020-06-01-13-3
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: 11/17/2020
Date Tested: 06/11/2020
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: JMF20-021B
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
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
|