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Summary for Test 2026-02-11-13-4

Test performed: ASTM D638-Dec14

Project Information

Project Identifiers	Project ID: 1000603 DEA: 051K4504 EFIS: 0518000209
DIST-CO-RTE-PM	05-SB-101-R52.3/R56.1
Award Date	01/28/2025
Closeout Date	Not set
Work Description	COLD PLANE AND RHMA/HMA ROADWAY AND BRIDGE, & REPLACE CULVERTS.
Location Description	SANTA BARBARA COUNTY NEAR BUELLTON FROM OLD COAST HIGHWAY TO 0.4 MILE SOUTH OF SANTA ROSA ROAD OVERCROSSING
QA Service Level	1 (Verified on 09/26/2024)

Sample Information

Sample Taken Date	02/11/2026	Sample Unique Key	13
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	02/12/2026
Sample type	Quality Control	A brief description of the sample	1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes	34 Totes	From where was the sample collected	Source
First name of sampler or witnessed by	GILBERTO	Last name of sampler or witnessed by	GONZALEZ
Title of sampler	Quality Control Manager	Telephone number of sampler	925-913-9199
Laboratory sample identification	26-003	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Kwik Bond Polymers, Benicia	Transportation Laboratory (TL) Number	200KBP
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Information

Material Type	Polyester	Mfg. Lot Number(s)	AZ6B00196T
Batch Number	AZ6B00196T	Mix number	AZ6B00196T

Test Details

DIME Sample ID: 2026-02-11-13

DIME Test ID: 2026-02-11-13-4

Testing Lab: Future Labs, LLC

Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics

Test Release Date: 2026-03-19

Test Results

Number of specimens tested: 6

Input Type: Measured

Tester's full name: Alex Hamilton

Date of test: 03/18/2026

Conditioning procedure: 18/25/50+5/70

Speed of testing: 0.45 in/min

Sample 1 Width: 0.528 in

Sample 1 Thickness: 0.222 in

Sample 1 Area: 0.1172 in^2

Sample 1 Ultimate Strength Actual: 321 lbs

Sample 1 percent elongation: 61 %

Sample 1 Time: 0 MM:SS

Sample 2 Width: 0.509 in

Sample 2 Thickness: 0.232 in

Sample 2 Area: 0.1181 in^2

Sample 2 Ultimate Strength Actual: 331 lbs

Sample 2 percent elongation: 60 %

Sample 2 Time: 0 MM:SS

Sample 3 Width: 0.516 in

Sample 3 Thickness: 0.229 in

Sample 3 Area: 0.1182 in^2

Sample 3 Ultimate Strength Actual: 332 lbs

Sample 3 percent elongation: 63 %

Sample 3 Time: 0 MM:SS

Sample 4 Width: 0.506 in

Sample 4 Thickness: 0.234 in

Sample 4 Area: 0.1184 in^2

Sample 4 Ultimate Strength Actual: 313 lbs

Sample 4 percent elongation: 55 %

Sample 4 Time: 0 MM:SS

Sample 5 Width: 0.516 in

Sample 5 Thickness: 0.228 in

Sample 5 Area: 0.1176 in^2

Sample 5 Ultimate Strength Actual: 355 lbs

Sample 5 percent elongation: 55 %

Sample 5 Time: 0 MM:SS

Sample 6 Width: 0.511 in

Sample 6 Thickness: 0.226 in

Sample 6 Area: 0.1155 in^2

Sample 6 Ultimate Strength Actual: 317 lbs

Sample 6 percent elongation: 62 %

Sample 6 Time: 0 MM:SS

Sample 1 Ultimate strength: 2738.9 psi

Sample 2 Ultimate strength : 2802.7 psi

Sample 3 Ultimate strength: 2808.8 psi

Sample 4 Ultimate strength: 2643.6 psi

Sample 5 Ultimate strength: 3018.7 psi

Sample 6 Ultimate strength : 2744.6 psi

Ultimate Strength Average: 2793 psi

Percent Elongation Average: 59 %

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Test was verified on 3/19/2026 ✔