Summary for Test 2023-05-13-13-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 995045 DEA: 044Y9904 EFIS: 0423000474 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-580-1.3 |
| Award Date | Not set |
| Closeout Date | 05/03/2024 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/28/2023) |
Sample Information
| Sample Taken Date | 05/13/2023 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 09/19/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Polyester Resin |
| The quantity of what the sample constitutes | 1 gallon can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Al | Last name of sampler or witnessed by | Barbera |
| Title of sampler | lab director | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Sika | Transportation Laboratory (TL) Number | 23-102 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1700-17 |
|---|---|---|---|
| Batch number | 170017 | Mix number | 3769 |
Test Details
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DIME Sample ID: 2023-05-13-13
DIME Test ID: 2023-05-13-13-5
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: 2023-10-06
Test Results
Input Type: Measured
Tester's full name: Tom Dang
Date of test: 03/02/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 2312 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: 1156 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 2568 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: 1284 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 2020 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: 1010 psi
General comments (publicly viewable) (Max 1000 characters): accepted vendor's results
Test was verified on 10/6/2023 ✔