Summary for Test 2024-02-29-38-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 995063
DEA: 112N1084
EFIS: 1121000057
DIST-CO-RTE-PM11-SD-5-6.1,R22.9
Award Date12/05/2023
Closeout DateNot set
Work DescriptionSPALL REPAIRS, PLACE JOINT SEALS, & PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionSAN DIEGO COUNTY ON ROUTE 5 IN CHULA VISTA AT PALOMAR STREET OVERCROSSING AND IN SAN DIEGO AT DE ANZA OFF-RAMP UNDERCROSSING
QA Service Level1 (Verified on 02/12/2024)

Sample Information

Sample Taken Date02/29/2024 Sample Unique Key38
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 testing03/01/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes2 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 identification000041KBP Linked DIME Sample ID000041KBP
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)AZ4B00262
Batch numberAZ4B00262 Mix numberAZ4B00262

Test Details

DIME Sample ID: 2024-02-29-38
DIME Test ID: 2024-02-29-38-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-13

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Kelly Potterf
Date of test: 03/06/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.264 in
Sample 1 Area: 0.1283 in^2
Sample 1 Ultimate Strength Actual: 425.96 lbs
Sample 1 percent elongation: 69.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.275 in
Sample 2 Area: 0.1337 in^2
Sample 2 Ultimate Strength Actual: 439.338 lbs
Sample 2 percent elongation: 62.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1239 in^2
Sample 3 Ultimate Strength Actual: 417.05 lbs
Sample 3 percent elongation: 70.3 %
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: 415.85 lbs
Sample 4 percent elongation: 61.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1256 in^2
Sample 5 Ultimate Strength Actual: 423.15 lbs
Sample 5 percent elongation: 70.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.269 in
Sample 6 Area: 0.1305 in^2
Sample 6 Ultimate Strength Actual: 427.65 lbs
Sample 6 percent elongation: 61.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3320 psi
Sample 2 Ultimate strength : 3286 psi
Sample 3 Ultimate strength: 3366 psi
Sample 4 Ultimate strength: 3303 psi
Sample 5 Ultimate strength: 3369 psi
Sample 6 Ultimate strength : 3277 psi
Ultimate Strength Average: 3320 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results

Test was verified on 5/13/2024