Summary for Test 2025-06-04-37-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 1000402 DEA: 11430384 EFIS: 1118000114 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-23.7/28.5 |
| Award Date | 10/09/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION |
| QA Service Level | 1 (Verified on 11/18/2024) |
Sample Information
| Sample Taken Date | 06/04/2025 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2025 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 80 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 | 7076245467 | Laboratory sample identification | 25-019 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 164KBP | 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) | AZ5E00648D |
|---|---|---|---|
| Batch Number | AZ5E00648D | Mix number | AZ5E00648D |
Test Details
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DIME Sample ID: 2025-06-04-37
DIME Test ID: 2025-06-04-37-5
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: 2025-07-24
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 06/10/2025
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1296 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: 648 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1084 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: 542 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1182 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: 591 psi
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results.
Test was verified on 7/24/2025 ✔