Summary for Test 2022-02-03-4-6
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 215496 DEA: 081K7704 EFIS: 0819000101 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15,215-Varies |
| Award Date | 04/07/2021 |
| Closeout Date | 10/13/2022 |
| Work Description | FURNISH AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 02/03/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/03/2022 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 8 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 | 17073309227 |
| 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 |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1385482 |
|---|---|---|---|
| Batch number | 1385482 | Mix number | 1385482 |
Test Details
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DIME Sample ID: 2022-02-03-4
DIME Test ID: 2022-02-03-4-6
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: 2022-03-11
Test Results
Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 02/07/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1758 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: 879 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: 624 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1394 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: 697 psi
General comments (publicly viewable) (Max 1000 characters): accept vendor results
Test was verified on 3/11/2022 ✔