Summary for Test 2019-05-02-6-5
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 | 05/02/2019 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 05/02/2019 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 17 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 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) | 1181571 |
|---|---|---|---|
| Batch number | 1181571 | Mix number | 1181571 |
Test Details
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DIME Sample ID: 2019-05-02-6
DIME Test ID: 2019-05-02-6-5
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: 2019-05-20
Test Results
Input Type: Calculated
Tester's full name: Ruben Macias
Date of test: 05/20/2019
Curing history for Sample 1: 24 hr
Maximum applied load (P) for Sample 1: 907 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: 454 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1244 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: 622 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1132 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: 566 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/20/2019 ✔