Summary for Test 2023-03-07-20-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 993401
DEA: 11430494
EFIS: 1118000262
DIST-CO-RTE-PM11-IMP-8-R96.8
Award Date09/01/2022
Closeout Date02/28/2024
Work DescriptionREHABILITATE BRIDGE DECK, SLABS, BEARING PADS, JOINT SEALS & OVERLAY.
Location DescriptionIMPERIAL COUNTY NEAR WINTERHAVEN AT COLORADO RIVER VIADUCT BRIDGE NO. 58-0312 L/R
QA Service Level1 (Verified on 11/30/2021)

Sample Information

Sample Taken Date03/07/2023 Sample Unique Key20
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 testing03/08/2023
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes10 Tankers 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 sampler17076245467
Laboratory sample identification943768 Linked DIME Sample ID943768
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

Material Information

Material TypePolyester Mfg. Lot Number(s)1458509
Batch number1458509 Mix number1458509

Test Details

DIME Sample ID: 2023-03-07-20
DIME Test ID: 2023-03-07-20-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-05-17

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/30/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.491 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.1291 in^2
Sample 1 Ultimate Strength Actual: 397 lbs
Sample 1 percent elongation: 58.5 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.258 in
Sample 2 Area: 0.1269 in^2
Sample 2 Ultimate Strength Actual: 397.1 lbs
Sample 2 percent elongation: 57.1 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.491 in
Sample 3 Thickness: 0.262 in
Sample 3 Area: 0.1286 in^2
Sample 3 Ultimate Strength Actual: 390.41 lbs
Sample 3 percent elongation: 55.5 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1272 in^2
Sample 4 Ultimate Strength Actual: 396 lbs
Sample 4 percent elongation: 56.1 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.49 in
Sample 5 Thickness: 0.261 in
Sample 5 Area: 0.1279 in^2
Sample 5 Ultimate Strength Actual: 392.8 lbs
Sample 5 percent elongation: 57.3 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.49 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1259 in^2
Sample 6 Ultimate Strength Actual: 402.6 lbs
Sample 6 percent elongation: 64.3 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 3075.1 psi
Sample 2 Ultimate strength : 3129.2 psi
Sample 3 Ultimate strength: 3035.8 psi
Sample 4 Ultimate strength: 3113.2 psi
Sample 5 Ultimate strength: 3071.1 psi
Sample 6 Ultimate strength : 3197.8 psi
Ultimate Strength Average: 3104 psi
Percent Elongation Average: 58 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/17/2023