Summary for Test 2020-09-17-7-6

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 214843
DEA: 060X6704
EFIS: 0618000229
DIST-CO-RTE-PM06-TUL-63,65,99,190,198-Var
Award Date05/14/2020
Closeout Date07/15/2021
Work DescriptionREPLACE BRIDGE DECK WITH POLYESTER CONCRETE OVERLAY & PLACE CONCRETE.
Location DescriptionTULARE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date09/17/2020 Sample Unique Key7
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 testing09/17/2020
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 tankers From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Telephone number of sampler707-330-9227
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Reichhold 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)1278017
Batch number1278017 Mix number1278017

Test Details

DIME Sample ID: 2020-09-17-7
DIME Test ID: 2020-09-17-7-6
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.246 in
Sample 1 Area: 0.1196 in^2
Sample 1 Ultimate Strength Actual: 399 lbs
Sample 1 percent elongation: 63.97 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1188 in^2
Sample 2 Ultimate Strength Actual: 398 lbs
Sample 2 percent elongation: 64.45 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.1232 in^2
Sample 3 Ultimate Strength Actual: 415.8 lbs
Sample 3 percent elongation: 64.64 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.252 in
Sample 4 Area: 0.1222 in^2
Sample 4 Ultimate Strength Actual: 409.7 lbs
Sample 4 percent elongation: 65.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.1217 in^2
Sample 5 Ultimate Strength Actual: 409.7 lbs
Sample 5 percent elongation: 65.49 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.248 in
Sample 6 Area: 0.1203 in^2
Sample 6 Ultimate Strength Actual: 366.7 lbs
Sample 6 percent elongation: 57.68 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3336.1 psi
Sample 2 Ultimate strength : 3350.2 psi
Sample 3 Ultimate strength: 3375 psi
Sample 4 Ultimate strength: 3352.7 psi
Sample 5 Ultimate strength: 3366.5 psi
Sample 6 Ultimate strength : 3048.2 psi
Ultimate Strength Average:3305 psi
Percent Elongation Average:64 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/19/2020