Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214528 DEA: 024G5404 EFIS: 0214000024
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-40.3/42.1
Work Description: PLACE HMA AND MINOR CONCRETE, AND MODIFY ELECTRICAL SYSTEM.
Location Description: TEHAMA COUNTY IN RED BLUFF FROM 0.6 MILE EAST OF BAKER ROAD TO 0.2 MILE EAST OF EAST SAND SLOUGH BRIDGE
Contractor Name: TULLIS INC
Contractor Address: P O BOX 493416, REDDING, CA 96002-3416
Resident Engineer: Mike Zdenek Structure Rep.: Unknown
DIME Sample ID: 2020-06-19-18
TL Number from the TL Form: 853464
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2020
The quantity of what the sample constitutes: JMF Verification Renewal
A brief description of the sample: Combined RAP, 1/2-inch
From where was the sample collected: Manufacturer
Laboratory sample identification: D78493B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Northstate Asphalt - Redding, CA
DIME Test ID: 2020-06-19-18-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 07/28/2020
Date Tested: 06/20/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Asphalt Binder Content
|
6.48 %
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0 %
|
DIME Test ID: 2020-06-19-18-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/28/2020
Date Tested: 06/20/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Does this test use 1/4 sieve?
|
Yes
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
95.8 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
88.6 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
76.3 %
|
|
Cumulative percent passing the #4 sieve
|
67 %
|
|
Cumulative percent passing the #8 sieve
|
48.8 %
|
|
Cumulative percent passing the #16 sieve
|
35 %
|
|
Cumulative percent passing the #30 sieve
|
25.7 %
|
|
Cumulative percent passing the #50 sieve
|
18.6 %
|
|
Cumulative percent passing the #100 sieve
|
13.6 %
|
|
Cumulative percent passing the #200 sieve
|
10.33 %
|
DIME Test ID: 2020-06-19-18-3
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: 07/28/2020
Date Tested: 06/22/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
1
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.513
|