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Testing Report for 2017-08-29-9-1

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

Project Information

DEA: 051C9600
EFIS: 0513000019
Project ID: 212895
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-41.4
Work Description: Salinas River bridge seismic retrofit
Location Description: In Monterey County near King City at the Salinas River Bridge 44-0032R/L
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-08-29-9
TL Number from the TL Form: C969236A
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: 8/29/2017
Date that the sample was received by the laboratory/organization performing the testing: 11/14/2017
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Salinas River Bridge 44-0032 R/L
From where was the sample collected: Job Site
Laboratory sample identification: 17SOIL-0350
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-17-108
Where the material sample would have been placed if not sampled: 5 to 7 ft

Test Information

DIME Test ID: 2017-08-29-9-1
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Date Tested: 11/21/2017
Verified Date: 11/21/2017
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:
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: 215
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: 85 %
Cumulative percent passing the 1/2 in. sieve: 78 %
Cumulative percent passing the 3/8 in. sieve: 77 %
Cumulative percent passing the #4 sieve: 69 %
Cumulative percent passing the #8 sieve: 61 %