Summary for Test 2024-02-29-38-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 995063 DEA: 112N1084 EFIS: 1121000057 |
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DIST-CO-RTE-PM | 11-SD-5-6.1,R22.9 |
Award Date | 12/05/2023 |
Closeout Date | Not set |
Work Description | SPALL REPAIRS, PLACE JOINT SEALS, & PLACE POLYESTER CONCRETE OVERLAY. |
Location Description | SAN DIEGO COUNTY ON ROUTE 5 IN CHULA VISTA AT PALOMAR STREET OVERCROSSING AND IN SAN DIEGO AT DE ANZA OFF-RAMP UNDERCROSSING |
QA Service Level | 1 (Verified on 02/12/2024) |
Sample Information
Sample Taken Date | 02/29/2024 | Sample Unique Key | 38 |
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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 testing | 03/01/2024 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
The quantity of what the sample constitutes | 2 tankers | From where was the sample collected | Source |
First name of sampler or witnessed by | GILBERTO | Last name of sampler or witnessed by | GONZALEZ |
Title of sampler | Quality Control Manager | Telephone number of sampler | 17076245467 |
Laboratory sample identification | 000041KBP | Linked DIME Sample ID | 000041KBP |
The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | AZ4B00262 |
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Batch number | AZ4B00262 | Mix number | AZ4B00262 |
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 ✔