Summary for Test 2019-02-04-3-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 213303
DEA: 042K0004
EFIS: 0416000340
DIST-CO-RTE-PM04-SOL-37,80,113-Var
Award Date06/11/2018
Closeout Date12/18/2019
Work DescriptionTREAT BRIDGE DECKS WITH METHACRYLATE AND REPLACE JOINT SEALS.
Location DescriptionSOLANO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/17/2018)

Sample Information

Sample Taken Date02/04/2019 Sample Unique Key3
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 testing02/04/2019
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 byChris Last name of sampler or witnessed byNunes
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik bond and Reichhold Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)1163885
Batch number1163885 Mix number1163885

Test Details

DIME Sample ID: 2019-02-04-3
DIME Test ID: 2019-02-04-3-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-02-12

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 02/06/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.493 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.1242 in^2
Sample 1 Ultimate Strength Actual: 372.8 lbs
Sample 1 percent elongation: 62.5 %
Sample 1 Time: 5 MM:SS
Sample 2 Width: 0.493 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1218 in^2
Sample 2 Ultimate Strength Actual: 369.8 lbs
Sample 2 percent elongation: 64.3 %
Sample 2 Time: 5 MM:SS
Sample 3 Width: 0.493 in
Sample 3 Thickness: 0.243 in
Sample 3 Area: 0.1198 in^2
Sample 3 Ultimate Strength Actual: 355.9 lbs
Sample 3 percent elongation: 65.5 %
Sample 3 Time: 5 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1196 in^2
Sample 4 Ultimate Strength Actual: 340 lbs
Sample 4 percent elongation: 59.4 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.126 in^2
Sample 5 Ultimate Strength Actual: 372.5 lbs
Sample 5 percent elongation: 62.5 %
Sample 5 Time: 5 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.123 in^2
Sample 6 Ultimate Strength Actual: 351.7 lbs
Sample 6 percent elongation: 62.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3001.6 psi
Sample 2 Ultimate strength : 3036.1 psi
Sample 3 Ultimate strength: 2970.8 psi
Sample 4 Ultimate strength: 2842.8 psi
Sample 5 Ultimate strength: 2956.3 psi
Sample 6 Ultimate strength : 2859.3 psi
Ultimate Strength Average: 2944 psi
Percent Elongation Average: 63 %
General comments (publicly viewable) (Max 1000 characters): Time for sample 6 not recorded.

Test was verified on 2/12/2019