Summary for Test 2023-11-07-79-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 994639 DEA: 032G5504 EFIS: 0321000238 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT,COL,GLE-5,32,99,149,162-VAR |
| Award Date | 06/13/2023 |
| Closeout Date | 03/27/2025 |
| Work Description | PLACE AND FURNISH POLYESTER CONCRETE AND REPLACE JOINT SEALS. |
| Location Description | BUTTE, COLUSA, AND GLENN COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 11/07/2023 | Sample Unique Key | 79 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/08/2023 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 4 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 | 000034KBP |
| Linked DIME Sample ID | 000034KBP | 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | AZ3J00119 |
|---|---|---|---|
| Batch Number | AZ3J00119 | Mix number | AZ3J00119 |
Test Details
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DIME Sample ID: 2023-11-07-79
DIME Test ID: 2023-11-07-79-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Test Release Date: 2024-03-21
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 11/16/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1400 lb
Span length for Sample 1: 9 in
Break location for Sample 1: bond
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 700 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 970 lb
Span length for Sample 2: 9 in
Break location for Sample 2: bond
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 485 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1414 lb
Span length for Sample 3: 9 in
Break location for Sample 3: bond
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 707 psi
General comments (publicly viewable) (Max 1000 characters): Accepted based on vendor's results.
Test was verified on 3/21/2024 ✔