Summary for Test 2023-06-06-50-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215666
DEA: 11430564
EFIS: 1119000015
DIST-CO-RTE-PM11-SD-67-R6.0/24.4
Award Date03/01/2022
Closeout Date11/04/2024
Work DescriptionCOLD PLANE, RHMA OVERLAY AND HFST, AND INSTALL CHANNELIZERS.
Location DescriptionSAN DIEGO COUNTY NEAR LAKESIDE AND RAMONA FROM 0.2 MILE NORTH OF SAN DIEGO RIVER BRIDGE TO ROUTE 78
QA Service Level1 (Verified on 07/06/2021)

Sample Information

Sample Taken Date06/06/2023 Sample Unique Key50
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 testing06/07/2023
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 byGilberto Last name of sampler or witnessed byGonzalez
Title of samplerQuality Control Manager Telephone number of sampler17076245467
Laboratory sample identification943804 Linked DIME Sample ID943804
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 TypeHigh Friction Surface Treatment Mgf. Lot Number(s)1472972
Batch Number1472972 Mix Number1472972
Resin Binder TypePolyester Used for OverlayYes
Used for InlayNo

Test Details

DIME Sample ID: 2023-06-06-50
DIME Test ID: 2023-06-06-50-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-06-29

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/09/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.144 in
Sample 1 Thickness: 0.486 in
Sample 1 Area: 0.07 in^2
Sample 1 Ultimate Strength Actual: 276.4 lbs
Sample 1 percent elongation: 62.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.149 in
Sample 2 Thickness: 0.485 in
Sample 2 Area: 0.0723 in^2
Sample 2 Ultimate Strength Actual: 282.3 lbs
Sample 2 percent elongation: 62 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.145 in
Sample 3 Thickness: 0.486 in
Sample 3 Area: 0.0705 in^2
Sample 3 Ultimate Strength Actual: 289.1 lbs
Sample 3 percent elongation: 65.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.147 in
Sample 4 Thickness: 0.485 in
Sample 4 Area: 0.0713 in^2
Sample 4 Ultimate Strength Actual: 298.2 lbs
Sample 4 percent elongation: 68 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.15 in
Sample 5 Thickness: 0.485 in
Sample 5 Area: 0.0728 in^2
Sample 5 Ultimate Strength Actual: 301 lbs
Sample 5 percent elongation: 67.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.143 in
Sample 6 Thickness: 0.492 in
Sample 6 Area: 0.0704 in^2
Sample 6 Ultimate Strength Actual: 272.1 lbs
Sample 6 percent elongation: 58.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3948.6 psi
Sample 2 Ultimate strength : 3904.6 psi
Sample 3 Ultimate strength: 4100.7 psi
Sample 4 Ultimate strength: 4182.3 psi
Sample 5 Ultimate strength: 4134.6 psi
Sample 6 Ultimate strength : 3865.1 psi
Ultimate Strength Average: 4023 psi
Percent Elongation Average: 64 %
General comments (publicly viewable) (Max 1000 characters): Accepted suppliers results.

Test was verified on 6/29/2023