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Testing Report for 2016-12-03-8-1

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

Project Information

DEA: 024F8604
EFIS: 0213000043
Project ID: 212245
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-26.7/27.1
Work Description: ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location Description: TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Joel Gasik
Structure Rep.: Michael D Sears

Sample Information

DIME Sample ID: 2016-12-03-8
TL Number from the TL Form: C739516
Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Sample Organization Contact: (916) 227-7204
Type of Sample: Quality Control
Type of Material: Soil
Sample Taken Date: 12/3/2016
Date that the sample was received by the laboratory/organization performing the testing: 2/27/2017
The quantity of what the sample constitutes: 1 BAG
A brief description of the sample: FOUNDATION INVESTIGATION
From where was the sample collected: Job Site
Laboratory sample identification: 17SOIL-0034
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: RC-16-003
Where the material sample would have been placed if not sampled: 29 TO 32 FT

Test Information

DIME Test ID: 2016-12-03-8-1
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Date Tested: 3/27/2017
Verified Date: 3/27/2017
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Sum of coarse and fine aggregate: 785 grams
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 95 %
Cumulative percent passing the 3/8 in. sieve: 94 %
Cumulative percent passing the #4 sieve: 91 %
Cumulative percent passing the #8 sieve: 85 %