Summary for Test 2024-10-14-50-2
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 1000713 DEA: 030L2504 EFIS: 0324000071 |
|---|---|
| DIST-CO-RTE-PM | 03--- |
| Award Date | 08/11/2023 |
| Closeout Date | 03/20/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/15/2024) |
Sample Information
| Sample Taken Date | 10/14/2024 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 10/15/2024 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / 9800 RESIN |
| The quantity of what the sample constitutes | 17 totes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Gilberto | Last name of sampler or witnessed by | Gonzalez |
| Title of sampler | Quality Control Manager | Telephone number of sampler | 7076245467 |
| Laboratory sample identification | 000140KBP | Linked DIME Sample ID | 000140KBP |
| The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | 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) | AZ4J01572T |
|---|---|---|---|
| Batch number | AZ4J01572T | Mix number | AZ4J01572T |
Test Details
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DIME Sample ID: 2024-10-14-50
DIME Test ID: 2024-10-14-50-2
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: 2024-12-26
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 10/18/2024
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1162 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: 581 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1343.26 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: 671.632 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1318 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: 659 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 12/26/2024 ✔