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Testing Report for 2021-06-15-6-2

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

Project Information

DEA: 030H3424
EFIS: 0317000153
Project ID: 214795
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-22.6
Work Description: REPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER.
Location Description: SACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Howard Giang
Structure Rep.: Brandon Miller

Sample Information

DIME Sample ID: 2021-06-15-6
TL Number from the TL Form: C725807
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 TM1 - Elastomeric Bearing Pad
Sample Taken Date: 6/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 6/16/2021
The quantity of what the sample constitutes: 1
A brief description of the sample: Plain Bearing Pad
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Warco

Material Information

Mfg. Lot Number(s): 12821
Material/Compound/Elastomer ID: na
Samples Representing: 1
Description (size): 48"x.5"x30ft
Comments:
Description (Number of Shims): 0
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Warco Biltrite
Batch Number: na

Test Information

DIME Test ID: 2021-06-15-6-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Date Tested: 6/16/2021
Verified Date: 6/16/2021
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: 0.119
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2289.25 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.118
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2213.04 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.117
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2219.06 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Sample 4 Median Thickness: 0.113
Sample 4 Thickness all Within 0.003 inch?: Yes
Sample 4 Ultimate Tensile: 2225.58 lbf/in^2
Sample 4 Elongation (350% Min): Pass
Sample 5 Median Thickness: 0.114
Sample 5 Thickness all Within 0.003 inch?: Yes
Sample 5 Ultimate Tensile: 2241.51 lbf/in^2
Sample 5 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2225.6 lbf/in^2