Summary for Test 2023-11-08-73-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 995100 DEA: 030L2604 EFIS: 0324000072 |
|---|---|
| DIST-CO-RTE-PM | 03--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/28/2023) |
Sample Information
| Sample Taken Date | 11/08/2023 | Sample Unique Key | 73 |
|---|---|---|---|
| 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 | 11/09/2023 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / 9800 RESIN |
| The quantity of what the sample constitutes | 1 Tanker & 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 | 17076245467 |
| Laboratory sample identification | 000033KBP | Linked DIME Sample ID | 000033KBP |
| 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 |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | AZ3K00184 |
|---|---|---|---|
| Batch number | AZ3K00184 | Mix number | AZ3K00184 |
Test Details
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DIME Sample ID: 2023-11-08-73
DIME Test ID: 2023-11-08-73-5
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: 2024-03-19
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 11/16/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1440 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: 720 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1398 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: 699 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1330 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: 665 psi
General comments (publicly viewable) (Max 1000 characters): Accepted based on vendor's results
Test was verified on 3/19/2024 ✔