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Testing Report for 2020-10-29-7-3

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

Project Information

DEA: 060Q2804
EFIS: 0613000051
Project ID: 213444
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99,178-23.8/R28.4,0.1
Work Description: RECONSTRUCT LANES AND SHOULDERS WITH CRCP, MODIFYING ELECTRICAL SYSTEM
Location Description: KERN COUNTY IN BAKERSFIELD ON ROUTE 99 FROM 0.3 MILE SOUTH OF PALM AVENUE OVERCROSSING TO BEARDSLEY CANAL BRIDGE AND ON ROUTE 178 AT ROUTE 99/178 SEPARATION
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Hugo Camberos
Structure Rep.: Luis Melendez

Sample Information

DIME Sample ID: 2020-10-29-7
TL Number from the TL Form:
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: 10/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/3/2020
The quantity of what the sample constitutes: 1
A brief description of the sample: joint seal
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Watson Bowman

Material Information

Mfg. Lot Number(s): 1020393
Manufacturer(s): Watson Bowman
Temperature: 72
Humidity: 50
Comments:
Joint Seal Size: 2.75"

Test Information

DIME Test ID: 2020-10-29-7-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Date Tested: 11/5/2020
Verified Date: 11/9/2020
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: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.075
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 1967.27
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.073
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2188.9
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.072
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2351.19
Sample 3 Elongation (350% Min): Pass
Sample 4 Median Thickness: 0.076
Sample 4 Thickness all Within 0.003 inch?: Yes
Sample 4 Ultimate Tensile: 2261.33
Sample 4 Elongation (350% Min): Pass
Sample 5 Median Thickness: 0.075
Sample 5 Thickness all Within 0.003 inch?: Yes
Sample 5 Ultimate Tensile: 2225.8
Sample 5 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2225.8 psi