Summary for Test 2026-07-20-37-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 1002347 DEA: 043Y6004 EFIS: 0423000265 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-680-M1.1/M7.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Polyester Concrete Overlay & Bridge Deck Repair - Route 680 Bridges |
| Location Description | Santa Clara Co, San Jose & Milpitas, Rte 680 PM M0.9/M7.2 (Br 37-0287/0288/0293/0301/0373) |
| QA Service Level | 1 (Verified on 08/12/2026) |
Sample Information
| Sample Taken Date | 07/20/2026 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/22/2026 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 76 Drums |
| 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 | 925-913-9199 | Laboratory sample identification | 000220KBP |
| Linked DIME Sample ID | 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) | H06G01308 |
|---|---|---|---|
| Batch Number | H06G01308 | Mix number | H06G01308 |
Test Details
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DIME Sample ID: 2026-07-20-37
DIME Test ID: 2026-07-20-37-5
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: 2026-08-06
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 07/27/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1396 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: 698 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 900 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: 450 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1126 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: 563 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 8/6/2026 ✔