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Testing Report for 2017-06-30-18-1

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

Project Information

DEA: 07291404
EFIS: 0712000094
Project ID: 212720
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1-55-58
Work Description: TRANCAS CREEK BRIDGE REPLACEMENT
Location Description: IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: DAN LEON
Structure Rep.: Frank Lofti

Sample Information

DIME Sample ID: 2017-06-30-18
TL Number from the TL Form: C701914A
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: 6/30/2017
Date that the sample was received by the laboratory/organization performing the testing: 9/15/2017
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Foundation
From where was the sample collected: Job Site
Laboratory sample identification: 17SOIL-0271
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-17-103
Where the material sample would have been placed if not sampled: 5 ft

Test Information

DIME Test ID: 2017-06-30-18-1
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Date Tested: 9/19/2017
Verified Date: 9/19/2017
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: 454 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: 87 %
Cumulative percent passing the 3/4 in. sieve: 87 %
Cumulative percent passing the 1/2 in. sieve: 82 %
Cumulative percent passing the 3/8 in. sieve: 80 %
Cumulative percent passing the #4 sieve: 72 %
Cumulative percent passing the #8 sieve: 68 %