Summary for Test 2025-07-24-52-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 210978 DEA: 020H3604 EFIS: 0215000057 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5,32-VAR |
| Award Date | 01/06/2016 |
| Closeout Date | 06/28/2017 |
| Work Description | BRIDGE MAINTENANCE |
| Location Description | BRIDGE MAINTENANCE |
| QA Service Level | 1 (Verified on 02/17/2016) |
Sample Information
| Sample Taken Date | 07/24/2025 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/28/2025 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 34 Totes |
| 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 | 7076245467 | Laboratory sample identification | 000171KBP |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 25-127 | 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) | AZ5G00893T |
|---|---|---|---|
| Batch Number | AZ5G00893T | Mix number | AZ5G00893T |
Test Details
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DIME Sample ID: 2025-07-24-52
DIME Test ID: 2025-07-24-52-5
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: 2025-08-13
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 07/30/2025
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1328 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: 664 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1194 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: 597 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1140 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: 570 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 8/13/2025 ✔