Print Report | Back to Test Summary

Testing Report for 2017-03-30-2-3

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

Project Information

DEA: 59912684
EFIS:
Project ID: 8196
QA Service Level: 1
DIST-CO-RTE-PM: 59---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-03-30-2
TL Number from the TL Form: NA
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM2 - Type B Elastomeric Joint Seal
Sample Taken Date: 3/30/2017
Date that the sample was received by the laboratory/organization performing the testing: 4/3/2017
The quantity of what the sample constitutes: 600ft
A brief description of the sample: 5in Joint Seal
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman

Material Information

Mfg. Lot Number(s): 0517172
Manufacturer(s): Watson Bowman
Temperature: 72
Humidity: 50
Comments: Unknown
Joint Seal Size: 5"

Test Information

DIME Test ID: 2017-03-30-2-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Date Tested: 4/4/2017
Verified Date: 4/18/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.071 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2528.1 lbf?in/in?
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.067 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2500 lbf?in/in?
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.073 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2568.3 lbf?in/in?
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2528.1 psi