Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215157 DEA: 021H5704 EFIS: 0216000036
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-67.8/77.8
Work Description: BURNEY CAPM - PAVEMENT REHABILITATION
Location Description: BUNCH GRASS LOOKOUT RD TO NAPA LN
Contractor Name: JF Shea Constrcution
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Kyle Higgins Structure Rep.: Unknown
DIME Sample ID: 2022-05-18-47
TL Number from the TL Form: 876445
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Preliminary
Type of Material: Soil
Sample Taken Date: 05/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/18/2022
The quantity of what the sample constitutes: 2 Bag
A brief description of the sample: 2 bags of Soil from Embankment for, trenchless culvert replacement
From where was the sample collected: Job Site
Laboratory sample identification: D79032
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 02-SHA-299-68.99, South side of Embankment, 0.7 to 1.3 ft depth
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-05-18-47-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 05/31/2022
Date Tested: 05/25/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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:
Plastic Index(PI)
|
NP
|
Liquid Limit (LL)
|
0 %
|
Plastic Limit (PL)
|
0 %
|
DIME Test ID: 2022-05-18-47-3
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Verified Date: 05/31/2022
Date Tested: 05/25/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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:
Cumulative percent passing the 3 in. sieve
|
100 %
|
Cumulative percent passing the 2 1/2 in. sieve
|
100 %
|
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
|
99 %
|
Cumulative percent passing the 1/2 in. sieve
|
95 %
|
Cumulative percent passing the 3/8 in. sieve
|
91 %
|
Cumulative percent passing the #4 sieve
|
81 %
|
Cumulative percent passing the #8 sieve
|
73 %
|
Cumulative percent passing the #16 sieve
|
66 %
|
Cumulative percent passing the #30 sieve
|
55 %
|
Cumulative percent passing the #50 sieve
|
41 %
|
Cumulative percent passing the #100 sieve
|
24 %
|
Cumulative percent passing the #200 sieve
|
13 %
|
Cumulative Percent Passing on 1 Micron
|
2 %
|
Cumulative Percent Passing on 5 Microns
|
4 %
|