Summary for Test 2019-07-09-4-6
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 214084 DEA: 040P3104 EFIS: 0417000425 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-12,37,80,680,780-VAR |
| Award Date | 05/30/2019 |
| Closeout Date | 02/19/2020 |
| Work Description | TREAT BRIDGE DECKS WITH METHACRYLATE AND REPAIR APPROACH SLABS. |
| Location Description | SOLANO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/19/2019) |
Sample Information
| Sample Taken Date | 07/09/2019 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/09/2019 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 8 tankers |
| From where was the sample collected | Source | First name of sampler or witnessed by | Chris |
| Last name of sampler or witnessed by | Nunes | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers and Reichhold | |
| 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) | 1192955 |
|---|---|---|---|
| Batch Number | 1192955 | Mix number | 1192955 |
Test Details
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DIME Sample ID: 2019-07-09-4
DIME Test ID: 2019-07-09-4-6
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: 2019-07-18
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/17/2019
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1298 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: 649 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1144 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: 572 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1093 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: 546.5 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Suppliers Test Results
Test was verified on 7/18/2019 ✔