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Testing Report for 2020-06-18-43-1

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

Project Information

DEA: 024C40V4
EFIS: 0218000125
Project ID: 213469
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R3.8/R11.7
Work Description: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description: SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Henry Benner
Structure Rep.: Eric Chaffee

Sample Information

DIME Sample ID: 2020-06-18-43
TL Number from the TL Form: 037351
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 6/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 6/19/2020
The quantity of what the sample constitutes: not provided
A brief description of the sample: Structure Backfill
From where was the sample collected: Job Site
Laboratory sample identification: D78490
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction

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: Job Site Stockpile
Where the material sample would have been placed if not sampled:

Test Information

DIME Test ID: 2020-06-18-43-1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Date Tested: 6/20/2020
Verified Date: 10/15/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,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 :

Submitted Test Results

Cumulative percent passing the 3 in. sieve: 90 %
Cumulative percent passing the 2 1/2 in. sieve: 89 %
Cumulative percent passing the 2 in. sieve: 85 %
Cumulative percent passing the 1 1/2 in. sieve: 82 %
Cumulative percent passing the 1 in. sieve: 78 %
Cumulative percent passing the 3/4 in. sieve: 73 %
Cumulative percent passing the 1/2 in. sieve: 66 %
Cumulative percent passing the 3/8 in. sieve: 62 %
Cumulative percent passing the #4 sieve: 53 %
Cumulative percent passing the #8 sieve: 46 %
Cumulative percent passing the #16 sieve: 41 %
Cumulative percent passing the #30 sieve: 35 %
Cumulative percent passing the #50 sieve: 30 %
Cumulative percent passing the #100 sieve: 26 %
Cumulative percent passing the #200 sieve: 22 %