Summary for Test 2026-09-02-61-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 1002474 DEA: 043Y5804 EFIS: 0423000263 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-580-0/R5.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CONSTRUCTION ON STATE HIGHWAY IN CONTRA COSTA COUNTY IN RICHMOND AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF CENTRAL AVENUE OVERCROSSING TO CASTRO STREET UNDERCROSSING |
| Location Description | Route 580 |
| QA Service Level | 1 (Verified on 09/11/2026) |
Sample Information
| Sample Taken Date | 09/02/2026 | Sample Unique Key | 61 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/15/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 10 Tankers |
| 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 | 9259139199 | Laboratory sample identification | 26-033 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 226KBP | 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) | AZ6H01272S |
|---|---|---|---|
| Batch Number | AZ6H01272S | Mix number | AZ6H01272S |
Test Details
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DIME Sample ID: 2026-09-02-61
DIME Test ID: 2026-09-02-61-5
Testing Lab: Future Labs, LLC
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: 2026-10-02
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 09/14/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1084 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: 542 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1170 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: 585 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1170 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: 585 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 10/2/2026 ✔