DIME - Test Summary

Summary for Test 2024-08-22-41-2

Test performed: ASTM D412-16r21

Project Identifiers	Project ID: 1000078 DEA: 051P2804 EFIS: 0522000016
DIST-CO-RTE-PM	05-SCR,-1-17.02/17.02
Award Date	04/19/2024
Closeout Date	04/01/2025
Work Description	REPLACE SEPARATION BRIDGE GIRDER.
Location Description	SANTA CRUZ COUNTY IN SANTA CRUZ AT ROUTE 1 NORTHBOUND/17 SEPARATION
QA Service Level	1 (Verified on 02/05/2024)

Sample Taken Date	08/22/2024	Sample Unique Key	41
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	08/26/2024
Sample type	Quality Assurance	A brief description of the sample	Bearing Pad
The quantity of what the sample constitutes	5	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	William	Last name of sampler or witnessed by	Shanklin
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Scougal Rubber	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)	24783-1
Material/Compound/Elastomer ID	NA	Samples Representing	5
Description (size)	1.72" x 10" x 10"	Comments
Description (Number of Shims)	3	Type of Bearing Pad	Steel
Description (Thickness of Shims)	14 gage	Manufacturer(s)	Scougal Rubber
Batch Number	NA

DIME Sample ID: 2024-08-22-41

DIME Test ID: 2024-08-22-41-2

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: 2024-09-03

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: 08/27/2024

UTM: 2kip

Humidity: 50.00 %

Temperature: 72 F

Sample 1 Median Thickness: 0.087

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2650.89 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.091

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2199.07 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.089

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2643.7 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.09

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2472.44 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.091

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2619.39 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2619.4 lbf/in^2

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