Summary for Test 2019-07-01-3-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 213858 DEA: 120Q9204 EFIS: 1217000127 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-57,91-var |
| Award Date | 02/20/2019 |
| Closeout Date | 02/19/2020 |
| Work Description | METHACRYLATE DECK SEAL TREATMENT & POLYESTER CONC. OVERLAY |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 07/01/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/01/2019 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 36 Totes | 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 |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1192076 |
|---|---|---|---|
| Batch number | 1192076 | Mix number | 1192076 |
Test Details
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DIME Sample ID: 2019-07-01-3
DIME Test ID: 2019-07-01-3-5
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: 2019-07-08
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/08/2019
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1330 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: 665 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1338 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: 669 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1416 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: 708 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/8/2019 ✔