Print Report | Back to Test Summary

Testing Report for 2019-09-26-14-6

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

Project Information

DEA: 080J0804
EFIS: 0800000283
Project ID: 210837
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-34.7/51.6
Work Description: (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location Description: Riverside County and SBD-15-0.0/1.3
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Roy Fisher (reports)
Structure Rep.: Roy Fisher

Sample Information

DIME Sample ID: 2019-09-26-14
TL Number from the TL Form: C013355
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Per Request
Type of Material: Aggregate
Sample Taken Date: 9/26/2019
Date that the sample was received by the laboratory/organization performing the testing: 9/26/2019
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 8744
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Contractor Skanska-Ames

Material Information

Source Identification (SMARA or name of Pit): Unknown
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: I-15 NB at North of Parkridge Bridge
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2019-09-26-14-6
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: 10/1/2019
Verified Date: 10/9/2019
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: complies
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: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 89 %
As Received Gradation, Percent Passing 3/8 in. sieve: 81 %
As Received Gradation, Percent Passing #4 sieve: 57 %
As Received Gradation, Percent Passing #8 sieve: 27 %
As Received Gradation, Percent Passing #16 sieve: 19 %
As Received Gradation, Percent Passing #30 sieve: 10 %
As Received Gradation, Percent Passing #50 sieve: 7 %
As Received Gradation, Percent Passing #100 sieve: 5 %
As Received Gradation, Percent Passing #200 sieve: 4.6 %
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: 98 %
As Used Gradation, Percent Passing 1/2 in. sieve: 89 %
As Used Gradation, Percent Passing 3/8 in. sieve: 81 %
As Used Gradation, Percent Passing #4 sieve: 57 %
As Used Gradation, Percent Passing #8 sieve: 27 %
As Used Gradation, Percent Passing #16 sieve: 19 %
As Used Gradation, Percent Passing #30 sieve: 10 %
As Used Gradation, Percent Passing #50 sieve: 7 %
As Used Gradation, Percent Passing #100 sieve: 5 %
As Used Gradation, Percent Passing #200 sieve: 4.6 %
R value: 83