Summary for Test 2022-01-19-6-6
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 213747 DEA: 080Q9104 EFIS: 0800020580 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-R23.8 |
| Award Date | 01/30/2019 |
| Closeout Date | 07/27/2022 |
| Work Description | RETROFIT BRIDGE PIER WALLS, FOOTINGS AND POLYESTER CONCRETE OVERLAY. |
| Location Description | SAN BERNARDINO COUNTY IN COLTON AT THE SANTA ANA RIVER BRIDGES |
| QA Service Level | 1 (Verified on 03/18/2019) |
Sample Information
| Sample Taken Date | 01/19/2022 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/19/2022 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 2 tankers |
| From where was the sample collected | Source | First name of sampler or witnessed by | Daniel |
| Last name of sampler or witnessed by | Tikusis | Title of sampler | Technical Director |
| Telephone number of sampler | 17073309227 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | |
| 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) | 1383317 |
|---|---|---|---|
| Batch Number | 1383317 | Mix number | 1383317 |
Test Details
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DIME Sample ID: 2022-01-19-6
DIME Test ID: 2022-01-19-6-6
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: 2022-03-15
Test Results
Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 01/20/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1447.8 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: 723.9 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1699.4 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: 849.7 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1559.6 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: 779.8 psi
General comments (publicly viewable) (Max 1000 characters): Accept supplier's results.
Test was verified on 3/15/2022 ✔