Summary for Test 2019-05-28-4-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.0-9.4 |
| Award Date | 09/02/2011 |
| Closeout Date | Not set |
| Work Description | Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
| Location Description | Port of Long Beach (District 7) |
| QA Service Level | 1 (Verified on 06/03/2013) |
Sample Information
| Sample Taken Date | 05/28/2019 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/28/2019 | 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 | 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1185836 |
|---|---|---|---|
| Batch Number | 1185836 | Mix number | 1185836 |
Test Details
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DIME Sample ID: 2019-05-28-4
DIME Test ID: 2019-05-28-4-5
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: 2019-06-20
Test Results
Input Type: Calculated
Tester's full name: Larry McCrum
Date of test: 06/20/2019
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1090 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: 545 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 911 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: 456 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1109 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: 555 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/20/2019 ✔