Print Report | Back to Test Summary

Testing Report for 2013-08-23-9000638-3

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

Project Information

DEA: 07138204
EFIS: 0700000142
Project ID: 3825
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47,103-3.5/4.6,0.0/1.1
Work Description: REPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Daniel Leon
Structure Rep.: Andy Chen

Sample Information

DIME Sample ID: 2013-08-23-9000638
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 8/23/2013
Date that the sample was received by the laboratory/organization performing the testing: 8/26/2013
The quantity of what the sample constitutes: 1 Bag
A brief description of the sample: Soil for backfill material
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Chandler

Material Information

Source Identification (SMARA or name of Pit): Chandler
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Jobsite.
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size:
The concrete mix design number:
Lot number:
Sublot number:

Test Information

DIME Test ID: 2013-08-23-9000638-3
Test Method: CTM 301-March 2000: Method of Test for Determining the Resistance "R"; Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Date Tested: 9/23/2013
Verified Date: 2/19/2015
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

How will the R value be determined?: By stabilometer
As Received Gradation, Percent Passing 3 in. sieve: 100 %
As Received Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 3/8 in. sieve: 100 %
As Received Gradation, Percent Passing #4 sieve: 100 %
As Received Gradation, Percent Passing #8 sieve: 98 %
As Received Gradation, Percent Passing #16 sieve: 94 %
As Received Gradation, Percent Passing #30 sieve: 87 %
As Received Gradation, Percent Passing #50 sieve: 77 %
As Received Gradation, Percent Passing #100 sieve: 44 %
As Received Gradation, Percent Passing #200 sieve: 18 %
As Used Gradation, Percent Passing 3 in. sieve: 100 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 in. sieve: 100 %
As Used Gradation, Percent Passing 3/4 in. sieve: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 3/8 in. sieve: 100 %
As Used Gradation, Percent Passing #4 sieve: 100 %
As Used Gradation, Percent Passing #8 sieve: 98 %
As Used Gradation, Percent Passing #16 sieve: 94 %
As Used Gradation, Percent Passing #30 sieve: 87 %
As Used Gradation, Percent Passing #50 sieve: 77 %
As Used Gradation, Percent Passing #100 sieve: 44 %
As Used Gradation, Percent Passing #200 sieve: 18 %
R value: 71