Summary for Test 2020-06-01-4-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 214117 DEA: 031G5804 EFIS: 0319000043 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA,NEV-80-68.5/69.8,0.0/13.3 |
| Award Date | 06/26/2019 |
| Closeout Date | 03/19/2021 |
| Work Description | FURNISH & PLACE POLYESTER CONCRETE INLAY |
| Location Description | PLACER AND NEVADA COUNTIES IN AND NEAR TRUCKEE FROM TROY UNDERCROSSING TO 0.1 MILE EAST OF DONNER PASS OVERCROSSING |
| QA Service Level | 1 (Verified on 05/15/2019) |
Sample Information
| Sample Taken Date | 06/01/2020 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/01/2020 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 18 totes |
| 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) | 1250508 |
|---|---|---|---|
| Batch Number | 1250508 | Mix number | 1250508 |
Test Details
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DIME Sample ID: 2020-06-01-4
DIME Test ID: 2020-06-01-4-5
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: 2020-06-15
Test Results
Input Type: Calculated
Tester's full name: Phillip Montes
Date of test: 06/15/2020
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1261 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: 630 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1248 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: 625 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1247 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: 625 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/15/2020 ✔