Summary for Test 2024-08-09-59-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 995534 DEA: 120T8604 EFIS: 1222000109 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-2.3/19.9 |
| Award Date | 03/13/2024 |
| Closeout Date | 06/22/2026 |
| Work Description | APPLY METHACRYLATE AND POLYESTER CONCRETE & REPLACE JOINT SEALS. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM AVENIDA PRESIDIO UNDERCROSSING TO LAKE FOREST DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 01/26/2024) |
Sample Information
| Sample Taken Date | 08/09/2024 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/12/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 2 tankers |
| 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 | 000109KBP |
| Linked DIME Sample ID | 000109KBP | 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) | AZ4G01174 |
|---|---|---|---|
| Batch Number | AZ4G01174 | Mix number | AZ4G01174 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-08-09-59
DIME Test ID: 2024-08-09-59-5
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: 2024-09-23
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 09/23/2024
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 850.662 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: 425.331 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1093.64 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: 546.822 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1257.47 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: 628.733 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 9/23/2024 ✔