Summary for Test 2019-06-10-1-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
| Award Date | 12/14/2018 |
| Closeout Date | 12/01/2021 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 06/10/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2019 | 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 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) | 1188511 |
|---|---|---|---|
| Batch Number | 1188511 | Mix number | 1188511 |
Test Details
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DIME Sample ID: 2019-06-10-1
DIME Test ID: 2019-06-10-1-5
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: 2019-07-01
Test Results
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 07/01/2019
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1387 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: 693.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1126 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: 563 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1363 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: 681.5 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/1/2019 ✔