Summary for Test 2026-04-29-58-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 1001963 DEA: 051S3204 EFIS: 0524000214 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR--unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Bridge Prev Maint SBt and SCr Counties |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 02/19/2026) |
Sample Information
| Sample Taken Date | 04/29/2026 | Sample Unique Key | 58 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/04/2026 | 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 | 925-913-9199 | Laboratory sample identification | 26-019 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 215KBP | 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) | AZ6D00671T |
|---|---|---|---|
| Batch Number | AZ6D00671T | Mix number | AZ6D00671T |
Test Details
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DIME Sample ID: 2026-04-29-58
DIME Test ID: 2026-04-29-58-5
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: 2026-05-15
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 05/06/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1514 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: 757 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1164 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: 582 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1330 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: 665 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 5/15/2026 ✔