DIME - Test Summary

Summary for Test 2024-01-03-28-2

Test performed: ASTM D412-16r21

Project Identifiers	Project ID: 994858 DEA: 010J6314 EFIS: 0120000030
DIST-CO-RTE-PM	01-MEN-253-1.6/2.2
Award Date	10/02/2023
Closeout Date	09/30/2025
Work Description	Soda Creek Wall
Location Description	MENDOCINO COUNTY NEAR BOONVILLE FROM 0.1 MILE WEST OF SINGLEY CATTLEPASS TO 1.3 MILES WEST OF SODA CREEK BRIDGE (CONSTRUCT GROUND ANCHOR WALL, PLACE RSP, PLACE HMA AND AB.)
QA Service Level	1 (Verified on 06/08/2023)

Sample Taken Date	01/03/2024	Sample Unique Key	28
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	01/10/2024
Sample type	Quality Assurance	A brief description of the sample	Bearing Pad
The quantity of what the sample constitutes	45	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Krishnamoorthy	Last name of sampler or witnessed by	Palaniappan
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Bridge Rubber Bearing	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Type	SMTL TM1 - Elastomeric Bearing Pad	Mfg. Lot Number(s)	2527-11
Material/Compound/Elastomer ID	NA	Samples Representing	45
Description (size)	1" X 8" X 12"	Comments
Description (Number of Shims)	0	Type of Bearing Pad	Plain
Description (Thickness of Shims)	NA	Manufacturer(s)	Bridge Rubber Bearing
Batch Number	135932

DIME Sample ID: 2024-01-03-28

DIME Test ID: 2024-01-03-28-2

Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory

Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension

Test Release Date: 2024-01-26

Number of specimens tested: 5

Unit of the Ultimate Tensile Values: lbf per sqr in

Input Type: Calculated

Tester's full name: aauvinen

Date of test: 01/11/2024

UTM: 2kip

Humidity: 50.00 %

Temperature: 72 F

Sample 1 Median Thickness: 0.089

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2344.47 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.089

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2411.17 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.088

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2176.09 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.089

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2414.47 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.089

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2320.92 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2344.5 lbf/in^2

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