Summary for Test 2024-09-16-66-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 995485 DEA: 031H1304 EFIS: 0316000059 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,SAC-12-0/0.7 |
| Award Date | 03/29/2024 |
| Closeout Date | 05/23/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY AND REPLACE BRIDGE RAILING. |
| Location Description | SOLANO AND SACRAMENTO COUNTIES IN AND NEAR RIO VISTA FROM VIRGINIA DRIVE TO ROUTE 160 |
| QA Service Level | 1 (Verified on 01/17/2024) |
Sample Information
| Sample Taken Date | 09/16/2024 | Sample Unique Key | 66 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/18/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 2 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 Control Manager |
| Telephone number of sampler | 7076245467 | Laboratory sample identification | 000126KBP |
| Linked DIME Sample ID | 000126KBP | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia |
| Transportation Laboratory (TL) Number | Sacramento Caltrans lab | 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) | AZ4I01397 |
|---|---|---|---|
| Batch Number | AZ4I01397 | Mix number | AZ4I01397 |
Test Details
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DIME Sample ID: 2024-09-16-66
DIME Test ID: 2024-09-16-66-5
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: 2024-09-30
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 09/23/2024
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1633.48 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: 816.74 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1259.96 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: 629.981 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1492.5 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: 746.249 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 9/30/2024 ✔