DIME - Test Summary

Summary for Test 2021-06-21-23-2

Test performed: ASTM D412-06a-re13

Project Identifiers	Project ID: 215473 DEA: 042Q0204 EFIS: 0418000410
DIST-CO-RTE-PM	04-CC-4,160,242,680-Var
Award Date	03/30/2021
Closeout Date	10/14/2022
Work Description	CONSTRUCT APPROACH SLABS, TREAT BRIDGE DECKS, INSTALL TEMP SUPPORT.
Location Description	CONTRA COSTA COUNTY AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 03/02/2021)

Sample Taken Date	06/21/2021	Sample Unique Key	23
Date that the sample was received by the laboratory/organization performing the testing	06/30/2021	Sample type	Quality Assurance
A brief description of the sample	bearing pad	The quantity of what the sample constitutes	1
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	Patrick
Last name of sampler or witnessed by	Loomis	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)	20218-1
Material/Compound/Elastomer ID	na	Samples Representing	29
Description (size)	2.88"x16"x22"	Comments
Description (Number of Shims)	5	Type of Bearing Pad	Steel
Description (Thickness of Shims)	14 gage	Manufacturer(s)	Scougal Rubber
Batch Number	na

DIME Sample ID: 2021-06-21-23

DIME Test ID: 2021-06-21-23-2

Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory

Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension

Test Release Date: 2021-07-07

Number of specimens tested: 5

Unit of the Ultimate Tensile Values: lbf per sqr in

Input Type: Calculated

Tester's full name: spaine

Date of test: 07/01/2021

UTM: 2kip

Humidity: 50.00 %

Temperature: 72 F

Sample 1 Median Thickness: 0.073

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2466.66 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.075

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2397.66 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.07

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2182.65 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.078

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2411.63 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.072

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2516.51 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2411.6 lbf/in^2

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