Summary for Test 2024-06-03-36-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994374
DEA: 043W5504
EFIS: 0421000387
DIST-CO-RTE-PM04-SM-280-Var
Award Date02/08/2024
Closeout Date09/05/2025
Work DescriptionPOLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS.
Location DescriptionSAN MATEO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/15/2024)

Sample Information

Sample Taken Date06/03/2024 Sample Unique Key36
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 testing06/04/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes8 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 identification000070KBP Linked DIME Sample ID000070KBP
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)AZ4E00809S
Batch numberAZ4E00809S Mix numberAZ4E00809S

Test Details

DIME Sample ID: 2024-06-03-36
DIME Test ID: 2024-06-03-36-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-07-23

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/05/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.255 in
Sample 1 Area: 0.1244 in^2
Sample 1 Ultimate Strength Actual: 414.128 lbs
Sample 1 percent elongation: 72.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.259 in
Sample 2 Area: 0.1261 in^2
Sample 2 Ultimate Strength Actual: 384.353 lbs
Sample 2 percent elongation: 64.4 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.261 in
Sample 3 Area: 0.1266 in^2
Sample 3 Ultimate Strength Actual: 378.534 lbs
Sample 3 percent elongation: 62.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1259 in^2
Sample 4 Ultimate Strength Actual: 385.632 lbs
Sample 4 percent elongation: 65.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.264 in
Sample 5 Area: 0.1283 in^2
Sample 5 Ultimate Strength Actual: 377.715 lbs
Sample 5 percent elongation: 62.1 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.261 in
Sample 6 Area: 0.1266 in^2
Sample 6 Ultimate Strength Actual: 420.692 lbs
Sample 6 percent elongation: 73 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3329 psi
Sample 2 Ultimate strength : 3048 psi
Sample 3 Ultimate strength: 2990 psi
Sample 4 Ultimate strength: 3063 psi
Sample 5 Ultimate strength: 2944 psi
Sample 6 Ultimate strength : 3323 psi
Ultimate Strength Average: 3116 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 7/23/2024