Summary for Test 2020-02-24-25-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 213931 DEA: 081J1304 EFIS: 0817000209 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10,15,210,18,138-VAR |
| Award Date | 04/25/2019 |
| Closeout Date | 09/02/2020 |
| Work Description | Replace joint seal, resurface bridge deck, install bridge mounted sign |
| Location Description | In SB County at various locations |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/24/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/24/2020 | 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 | 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) | 1234811 |
|---|---|---|---|
| Batch Number | 1234811 | Mix number | 1234811 |
Test Details
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DIME Sample ID: 2020-02-24-25
DIME Test ID: 2020-02-24-25-5
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: 2020-03-25
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/25/2020
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1266 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: 633 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1276 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: 638 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1412 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: 706 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2020 ✔