Summary for Test 2020-09-23-17-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 214625
DEA: 120R5404
EFIS: 1218000113
DIST-CO-RTE-PM12-ORA-5-1.6/33.1
Award Date02/27/2020
Closeout Date07/29/2021
Work DescriptionMethacrylate deck seal treatment and polyester concrete overlay
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY AT VARIOUS LOCATIONS FROM EL CAMINO REAL UNDERCROSSING TO MAIN STREET OVERCROSSING
QA Service Level1 (Verified on 06/16/2020)

Sample Information

Sample Taken Date09/23/2020 Sample Unique Key17
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 testing09/23/2020
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 sampler510-570-5540
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)1278018
Batch number1278018 Mix number1278018

Test Details

DIME Sample ID: 2020-09-23-17
DIME Test ID: 2020-09-23-17-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-21

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phil Montes
Date of test: 10/21/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.481 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1251 in^2
Sample 1 Ultimate Strength Actual: 352.1 lbs
Sample 1 percent elongation: 55.5 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.481 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.1222 in^2
Sample 2 Ultimate Strength Actual: 304.7 lbs
Sample 2 percent elongation: 34.6 %
Sample 2 Time: 2 MM:SS
Sample 3 Width: 0.481 in
Sample 3 Thickness: 0.259 in
Sample 3 Area: 0.1246 in^2
Sample 3 Ultimate Strength Actual: 317.7 lbs
Sample 3 percent elongation: 30.9 %
Sample 3 Time: 2 MM:SS
Sample 4 Width: 0.482 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1244 in^2
Sample 4 Ultimate Strength Actual: 304.5 lbs
Sample 4 percent elongation: 36.2 %
Sample 4 Time: 2 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.257 in
Sample 5 Area: 0.1239 in^2
Sample 5 Ultimate Strength Actual: 316.1 lbs
Sample 5 percent elongation: 45.2 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.482 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1229 in^2
Sample 6 Ultimate Strength Actual: 305.2 lbs
Sample 6 percent elongation: 44.7 %
Sample 6 Time: 2 MM:SS
Sample 1 Ultimate strength: 2814.5 psi
Sample 2 Ultimate strength : 2493.5 psi
Sample 3 Ultimate strength: 2549.8 psi
Sample 4 Ultimate strength: 2447.7 psi
Sample 5 Ultimate strength: 2551.3 psi
Sample 6 Ultimate strength : 2483.3 psi
Ultimate Strength Average: 2557 psi
Percent Elongation Average: 41 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2020