Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
DEA: No Project
QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-04-05-6
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Sample Organization Contact: (562) 500-5861
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/05/2024
The quantity of what the sample constitutes: 150 Cy
A brief description of the sample: mainline 2
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert
DIME Test ID: 2024-04-05-6-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/05/2024
Date Tested: 04/08/2024
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used?
|
No
|
Cumulative percent passing the 2 in. sieve
|
98 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
95 %
|
Cumulative percent passing the 1 in. sieve
|
85 %
|
Cumulative percent passing the 3/4 in. sieve
|
75 %
|
Cumulative percent passing the 1/2 in. sieve
|
70 %
|
Cumulative percent passing the 3/8 in. sieve
|
65 %
|
Cumulative percent passing the #4 sieve
|
60 %
|
Cumulative percent passing the #8 sieve
|
55 %
|
Cumulative percent passing the #16 sieve
|
45 %
|
Cumulative percent passing the #30 sieve
|
30 %
|
Cumulative percent passing the #50 sieve
|
25 %
|
Cumulative percent passing the #100 sieve
|
10 %
|
Cumulative percent passing the #200 sieve
|
5.5 %
|
DIME Test ID: 2024-04-05-6-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/05/2024
Date Tested: 04/08/2024
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used?
|
Yes
|
Cumulative percent passing the 2 in. sieve
|
98 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
90 %
|
Cumulative percent passing the 1 in. sieve
|
85 %
|
Cumulative percent passing the 3/4 in. sieve
|
70 %
|
Cumulative percent passing the 1/2 in. sieve
|
65 %
|
Cumulative percent passing the 3/8 in. sieve
|
60 %
|
Cumulative percent passing the #4 sieve
|
55 %
|
Cumulative percent passing the #8 sieve
|
45 %
|
Cumulative percent passing the #16 sieve
|
35 %
|
Cumulative percent passing the #30 sieve
|
30 %
|
Cumulative percent passing the #50 sieve
|
25 %
|
Cumulative percent passing the #100 sieve
|
18 %
|
Cumulative percent passing the #200 sieve
|
10.1 %
|