Summary for Test 2026-09-24-43-4
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 993595 DEA: 042Q5504 EFIS: 0419000024 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-12-7.9/14.1 |
| Award Date | 02/14/2025 |
| Closeout Date | Not set |
| Work Description | RHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS. |
| Location Description | SOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD |
| QA Service Level | 1 (Verified on 02/22/2022) |
Sample Information
| Sample Taken Date | 09/24/2026 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/25/2026 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 17 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 Manager |
| Telephone number of sampler | (925) 913-9199 | Laboratory sample identification | 26-036 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 231KBP | 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) | M06I03934 |
|---|---|---|---|
| Batch Number | M06I03934 | Mix number | M06I03934 |
Test Details
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DIME Sample ID: 2026-09-24-43
DIME Test ID: 2026-09-24-43-4
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: 2026-10-08
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 09/30/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1626 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: 813 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 0 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: 0 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1524 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: 762 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 10/8/2026 ✔