Summary for Test 2023-04-27-58-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 994392 DEA: 043W5704 EFIS: 0421000389 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-12,101,128-Var |
| Award Date | 12/28/2022 |
| Closeout Date | 12/08/2023 |
| Work Description | POLYESTER CONCRETE OVERLAY. |
| Location Description | SONOMA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 01/13/2023) |
Sample Information
| Sample Taken Date | 04/27/2023 | Sample Unique Key | 58 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/28/2023 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 36 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 | 943773 |
| Linked DIME Sample ID | 943773 | 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) | 1468396 |
|---|---|---|---|
| Batch Number | 1468396 | Mix number | 1468396 |
Test Details
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DIME Sample ID: 2023-04-27-58
DIME Test ID: 2023-04-27-58-5
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: 2023-07-17
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 05/04/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1773.6 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: 886.8 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1628.8 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: 814.4 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1756.8 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: 878.4 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 7/17/2023 ✔