Summary for Test 2025-10-15-31-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000731
DEA: 042Q4404
EFIS: 0419000013
DIST-CO-RTE-PM04-SON-121-6.5,8.4
Award Date04/07/2025
Closeout DateNot set
Work DescriptionREMOVE BR AND AC SURF, CONSTRUCT BR DECK, RAILING AND POLYESTER CONC.
Location DescriptionSONOMA COUNTY NEAR SONOMA AT YELLOW CREEK BRIDGE AND AT ARROYO SECO BRIDGE
QA Service Level1 (Verified on 10/16/2024)

Sample Information

Sample Taken Date10/15/2025 Sample Unique Key31
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 testing10/16/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 Resin
The quantity of what the sample constitutes35 Totes From where was the sample collectedSource
First name of sampler or witnessed byGilberto Last name of sampler or witnessed byGonzalez
Title of samplerQuality Control Manager Telephone number of sampler7076245467
Laboratory sample identification000192KBP Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ5J01273T
Batch numberAZ5J01273T Mix numberAZ5J01273T

Test Details

DIME Sample ID: 2025-10-15-31
DIME Test ID: 2025-10-15-31-4
Testing Lab: WSP USA - San Diego
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-12-04

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 12/03/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.508 in
Sample 1 Thickness: 0.23 in
Sample 1 Area: 0.1168 in^2
Sample 1 Ultimate Strength Actual: 364 lbs
Sample 1 percent elongation: 56 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.51 in
Sample 2 Thickness: 0.237 in
Sample 2 Area: 0.1209 in^2
Sample 2 Ultimate Strength Actual: 400 lbs
Sample 2 percent elongation: 61 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.51 in
Sample 3 Thickness: 0.256 in
Sample 3 Area: 0.1306 in^2
Sample 3 Ultimate Strength Actual: 412 lbs
Sample 3 percent elongation: 57 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.51 in
Sample 4 Thickness: 0.262 in
Sample 4 Area: 0.1336 in^2
Sample 4 Ultimate Strength Actual: 414 lbs
Sample 4 percent elongation: 53 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.509 in
Sample 5 Thickness: 0.235 in
Sample 5 Area: 0.1196 in^2
Sample 5 Ultimate Strength Actual: 362 lbs
Sample 5 percent elongation: 50 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3116.4 psi
Sample 2 Ultimate strength : 3308.5 psi
Sample 3 Ultimate strength: 3154.7 psi
Sample 4 Ultimate strength: 3098.8 psi
Sample 5 Ultimate strength: 3026.8 psi
Ultimate Strength Average: 3141 psi
Percent Elongation Average: 55 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/4/2025