Summary for Test 2021-08-20-14-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 215403 DEA: 021H4004 EFIS: 0216000042 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R8.3 |
| Award Date | 03/02/2021 |
| Closeout Date | 02/28/2022 |
| Work Description | PLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA. |
| Location Description | SISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
| Sample Taken Date | 08/20/2021 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/20/2021 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 81 Drums |
| 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 | 707-330-9227 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | |
| 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) | 1353391 |
|---|---|---|---|
| Batch Number | 1353391 | Mix number | 1353391 |
Test Details
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DIME Sample ID: 2021-08-20-14
DIME Test ID: 2021-08-20-14-5
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: 2021-08-27
Test Results
Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 08/24/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1923.34 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: 961.669 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1717.46 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: 858.732 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1783.76 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: 891.881 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 8/27/2021 ✔