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Sample Record for 2025-09-16-67

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 995524 DEA: 021H3604 EFIS: 0216000040 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-76.8/78.0
Work Description: REPLACE BRIDGE.
Location Description: SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Nicholas Riddle Structure Rep.: Mike Sears

Sample Information

DIME Sample ID: 2025-09-16-67
TL Number from the TL Form: 1
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Informational
Type of Material: Soil
Sample Taken Date: 09/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2025
The quantity of what the sample constitutes: Gravel Filter Recommendation at L03
A brief description of the sample: 2 bags of Soil (gravel with sand and fines)
From where was the sample collected: Job Site
Laboratory sample identification: D80040
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: In Situ

Material Information

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: Future RSP location at 41.82785°N, 122.97819°W; 0 – 1' depth
Where the material sample would have been placed if not sampled:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-09-16-67-1
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Verified Date: 09/24/2025
Date Tested: 09/24/2025
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: D₈₅=32.6-mm, D₅₀=677-μm, D₁₅=29-μm
Test Result Compliance: not applicable
Additional Comments When Verified:
Cumulative percent passing the 3 in. sieve 97 %
Cumulative percent passing the 2 1/2 in. sieve 91 %
Cumulative percent passing the 2 in. sieve 90 %
Cumulative percent passing the 1 1/2 in. sieve 87 %
Cumulative percent passing the 1 in. sieve 82 %
Cumulative percent passing the 3/4 in. sieve 78 %
Cumulative percent passing the 1/2 in. sieve 73 %
Cumulative percent passing the 3/8 in. sieve 70 %
Cumulative percent passing the #4 sieve 63 %
Cumulative percent passing the #8 sieve 58 %
Cumulative percent passing the #16 sieve 54 %
Cumulative percent passing the #30 sieve 49 %
Cumulative percent passing the #50 sieve 43 %
Cumulative percent passing the #100 sieve 37 %
Cumulative percent passing the #200 sieve 31 %
Cumulative Percent Passing on 5 Microns 5 %
Cumulative Percent Passing on 1 Micron 4 %