Summary for Test 2019-06-13-2-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 212185 DEA: 024G5204 EFIS: 0214000022 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R28.0 - R29.2 |
| Award Date | 05/21/2018 |
| Closeout Date | 09/02/2020 |
| Work Description | PIT RIVER BRIDGE DECK & CATWALK REHABILITATION |
| Location Description | SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE FROM 0.2 MILE SOUTH TO 0.9 MILE NORTH OF PIT RIVER BRIDGE OVERHEAD |
| QA Service Level | 1 (Verified on 06/05/2017) |
Sample Information
| Sample Taken Date | 06/13/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/13/2019 | 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 | Daniel |
| Last name of sampler or witnessed by | Tikusis | Title of sampler | Technical Director |
| Telephone number of sampler | 7073309227 | 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) | 1188461 |
|---|---|---|---|
| Batch Number | 1188461 | Mix number | 1188461 |
Test Details
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DIME Sample ID: 2019-06-13-2
DIME Test ID: 2019-06-13-2-5
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: 1194 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: 597 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1228 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: 614 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1252 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: 626 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/1/2019 ✔