Summary for Test 2026-05-29-40-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 1002224 DEA: 010N9504 EFIS: 0124000146 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101,299-unknown |
| Award Date | 04/06/2026 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/26/2026) |
Sample Information
| Sample Taken Date | 05/29/2026 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 06/01/2026 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
| The quantity of what the sample constitutes | 16 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 | 26-024 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | Transportation Laboratory (TL) Number | 000217KBP |
| 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) | AZ6E00832T |
|---|---|---|---|
| Batch Number | AZ6E00832T | Mix number | AZ6E00832T |
Test Details
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DIME Sample ID: 2026-05-29-40
DIME Test ID: 2026-05-29-40-5
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: 2026-06-26
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 06/04/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1226 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: 613 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1250 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: 625 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 0 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: 0 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Only two samples were tested.
Test was verified on 6/26/2026 ✔