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Testing Report for 2017-06-28-10-1

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

Project Information

DEA: 024G5004
EFIS: 0214000031
Project ID: 212657
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-1.9-2.3
Work Description: VIADUCT WIDENING
Location Description: TRINITY COUNTY NEAR SALYER FROM 0.1 MILE EAST TO 0.6 MILE EAST OF WHITE HOUSE GULCH ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mandhir Grewal
Structure Rep.: Michael Mccracken

Sample Information

DIME Sample ID: 2017-06-28-10
TL Number from the TL Form: C874994
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: 6/28/2017
Date that the sample was received by the laboratory/organization performing the testing: 8/25/2017
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 17SOIL-0256
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: R-17-004
Where the material sample would have been placed if not sampled: 7 ft

Test Information

DIME Test ID: 2017-06-28-10-1
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Date Tested: 8/31/2017
Verified Date: 8/31/2017
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: 751 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: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 99 %