Summary for Test 2022-05-16-19-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 993334
DEA: 051M3704
EFIS: 0519000130
DIST-CO-RTE-PM05-SB-154-23.8/29.2
Award Date12/17/2021
Closeout Date10/20/2022
Work DescriptionCOLD PLANE EXISTING PAVEMENT, PLACE HMA-A AND HFST OVERLAY.
Location DescriptionSANTA BARBARA COUNTY NEAR SANTA BARBARA AT VARIOUS LOCATIONS FROM 0.4 MILE EAST OF STAGECOACH ROAD TO 0.8 MILE WEST OF SAN ANTONIO CREEK ROAD
QA Service Level1 (Verified on 11/16/2021)

Sample Information

Sample Taken Date05/16/2022 Sample Unique Key19
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 testing05/17/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes32 Totes 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 sampler707-624-5467
Laboratory sample identification Linked DIME Sample ID943110
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number943110
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypePolyester Mfg. Lot Number(s)T001406363
Batch numberT001406363 Mix numberT001406363

Test Details

DIME Sample ID: 2022-05-16-19
DIME Test ID: 2022-05-16-19-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-06-30

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 05/19/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.157 in
Sample 1 Thickness: 0.492 in
Sample 1 Area: 0.0772 in^2
Sample 1 Ultimate Strength Actual: 242.8 lbs
Sample 1 percent elongation: 52.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.143 in
Sample 2 Thickness: 0.492 in
Sample 2 Area: 0.0704 in^2
Sample 2 Ultimate Strength Actual: 223.9 lbs
Sample 2 percent elongation: 51.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.148 in
Sample 3 Thickness: 0.492 in
Sample 3 Area: 0.0728 in^2
Sample 3 Ultimate Strength Actual: 235.6 lbs
Sample 3 percent elongation: 54.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.147 in
Sample 4 Thickness: 0.489 in
Sample 4 Area: 0.0719 in^2
Sample 4 Ultimate Strength Actual: 245.7 lbs
Sample 4 percent elongation: 59.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.147 in
Sample 5 Thickness: 0.492 in
Sample 5 Area: 0.0723 in^2
Sample 5 Ultimate Strength Actual: 239.3 lbs
Sample 5 percent elongation: 57.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.135 in
Sample 6 Thickness: 0.492 in
Sample 6 Area: 0.0664 in^2
Sample 6 Ultimate Strength Actual: 227.8 lbs
Sample 6 percent elongation: 58.9 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3145.1 psi
Sample 2 Ultimate strength : 3180.4 psi
Sample 3 Ultimate strength: 3236.3 psi
Sample 4 Ultimate strength: 3417.2 psi
Sample 5 Ultimate strength: 3309.8 psi
Sample 6 Ultimate strength : 3430.7 psi
Ultimate Strength Average: 3287 psi
Percent Elongation Average: 56 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results. Caltrans Chemistry results: Gel Time (ASTM C881) = 25 minutes Cure Rate (ASTM D1640) = 1.5 hours

Test was verified on 6/30/2022