Summary for Test 2020-07-17-24-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 213569 DEA: 024F2104 EFIS: 0212000072 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-0.5/1.0 |
| Award Date | 12/20/2018 |
| Closeout Date | 11/15/2021 |
| Work Description | Butte and Ash Creek Bridge Replacement |
| Location Description | Construction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin |
| QA Service Level | 1 (Verified on 06/26/2019) |
Sample Information
| Sample Taken Date | 07/17/2020 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/17/2020 | 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 | 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) | 1265453 |
|---|---|---|---|
| Batch Number | 1265453 | Mix number | 1265453 |
Test Details
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DIME Sample ID: 2020-07-17-24
DIME Test ID: 2020-07-17-24-5
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: 2020-10-19
Test Results
Input Type: Calculated
Tester's full name: Vendor Results
Date of test: 10/19/2020
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1605 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: 802.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1583.4 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: 791.7 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1370.2 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: 685.1 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔