DIME - Test Summary

Summary for Test 2025-10-31-21-2

Test performed: ASTM D412-16r21

Project Identifiers	Project ID: 1000561 DEA: 010J8904 EFIS: 0119000119
DIST-CO-RTE-PM	01-HUM-36-3.9/6.0
Award Date	12/06/2024
Closeout Date	Not set
Work Description	HOT MIX ASPHALT, AGGREGATE BASE, AND STRUCTURAL CONCRETE.
Location Description	HUMBOLDT COUNTY AT CARLOTTA FROM 0.2 MILE WEST OF FISHER ROAD TO 0.2 MILE WEST OF WILDER ROAD
QA Service Level	1 (Verified on 09/23/2024)

Sample Taken Date	10/31/2025	Sample Unique Key	21
Date that the sample was received by the laboratory/organization performing the testing	11/03/2025	Sample type	Quality Assurance
A brief description of the sample	Plain Bearing Pad	The quantity of what the sample constitutes	34
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	Brad
Last name of sampler or witnessed by	Streeter	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)	26963
Material/Compound/Elastomer ID	NA	Samples Representing	34
Description (size)	.5" x 24" x 44"	Comments
Description (Number of Shims)	0	Type of Bearing Pad	Plain
Description (Thickness of Shims)	NA	Manufacturer(s)	Scougal Rubber
Batch Number	NA

DIME Sample ID: 2025-10-31-21

DIME Test ID: 2025-10-31-21-2

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: 2025-11-10

Number of specimens tested: 3

Unit of the Ultimate Tensile Values: lbf per sqr in

Input Type: Measured

Tester's full name: Steven Paine

Date of test: 11/10/2025

UTM: NA

Humidity: 0 %

Temperature: 0 f

Sample 1 Median Thickness: 0.089 in

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2682 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.092 in

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2864 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.089 in

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2773 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2773 lbf/in^2

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/10/2025 ✔