Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214666 DEA: 022H8104 EFIS: 0217000012
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-1.67/45.12
Work Description: TRINITY CULVERTS
Location Description: CULVERT REHABILITATION IN TRINITY COUNTY NEAR SALYER AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF WHITE HOUSE GULCH ROAD TO 0.4 MILE WEST OF SLATTERY POND ROAD.
Contractor Name: MCCULLOUGH CONSTRUCTION INC
Contractor Address: 57 Aldergrove Rd., Arcata, CA 95521
Resident Engineer: Mandhir Grewal Structure Rep.: Unknown
DIME Sample ID: 2020-01-07-10
TL Number from the TL Form: 678222
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: 01/07/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/09/2020
The quantity of what the sample constitutes: Preliminary Design
A brief description of the sample: Soil for Use in Fill
From where was the sample collected: Job Site
Laboratory sample identification: D78323
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: In Situ
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Field No. TC-2
A detailed description of where the material sample was collected: 02-TRI-299-8.19, Embankment on South Side, 12 - 18 Inch Depth
Where the material sample would have been placed if not sampled: Unknown
DIME Test ID: 2020-01-07-10-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 02/19/2020
Date Tested: 02/07/2020
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)
|
13
|
Liquid Limit (LL)
|
32 %
|
Plastic Limit (PL)
|
19 %
|
DIME Test ID: 2020-01-07-10-3
Test Method: CTM 643-June 2007: Method for Determining Field and Laboratory Resistivity and pH Measurements for Soil and Water
Verified Date: 02/19/2020
Date Tested: 01/21/2020
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:
Minimum soil resistance corrected to 15.5
|
6158.5 Ohms
|
Minimum soil resistivity at 15.5
|
6159 Ohm-cm
|
Minimum soil resistance of the lab measurement
|
5650 Ohms
|
Soil sample temperature
|
19.1 C
|
pH of soil
|
6.49
|
DIME Test ID: 2020-01-07-10-4
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Verified Date: 02/19/2020
Date Tested: 02/07/2020
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: Could not get raw data input to produce correct results. Calculated values were input directly.
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
|
95 %
|
Cumulative percent passing the 3/4 in. sieve
|
88 %
|
Cumulative percent passing the 1/2 in. sieve
|
77 %
|
Cumulative percent passing the 3/8 in. sieve
|
70 %
|
Cumulative percent passing the #4 sieve
|
52 %
|
Cumulative percent passing the #8 sieve
|
43 %
|
Cumulative percent passing the #16 sieve
|
36 %
|
Cumulative percent passing the #30 sieve
|
30 %
|
Cumulative percent passing the #50 sieve
|
25 %
|
Cumulative percent passing the #100 sieve
|
21 %
|
Cumulative percent passing the #200 sieve
|
18 %
|
Cumulative Percent Passing on 1 Micron
|
4 %
|
Cumulative Percent Passing on 5 Microns
|
9 %
|