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Sample Record for 2017-02-28-15

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

Project Information

Project ID: 8196 DEA: 59912684 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: 2017-02-28-15
TL Number from the TL Form: NA
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Retest
Type of Material: SMTL TM2 - Type B Elastomeric Joint Seal
Sample Taken Date: 02/28/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/22/2017
The quantity of what the sample constitutes: 600ft
A brief description of the sample: Joint Seal
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: D S Brown

Material Information

Mfg. Lot Number(s): 0117153
Manufacturer(s): D S Brown
Temperature: 72
Humidity: 50
Comments: Unknown
Joint Seal Size: 1.75
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2017-02-28-15-1
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 03/23/2017
Date Tested: 03/23/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of specimens tested 3
Unit of the Ultimate Tensile Values psi
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.083 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2500 lbf?in/in?
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.084 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2381 lbf?in/in?
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.095 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2352.9 lbf?in/in?
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2381 psi