Summary for Test 2025-09-24-38-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 1001098 DEA: 081P0804 EFIS: 0823000089 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-7.0/44.5 |
| Award Date | 06/03/2025 |
| Closeout Date | Not set |
| Work Description | FURNISH & PLACE POLYESTER CONCRETE OVERLAY, JOINT SEAL, HMA (BRIDGE). |
| Location Description | RIVERSIDE COUNTY AT VARIOUS LOCATIONS FROM VEILE AVENUE UNDERCROSSING IN BEAUMONT TO MONTEREY AVENUE OVERCROSSING AT THOUSAND PALMS |
| QA Service Level | 1 (Verified on 04/07/2025) |
Sample Information
| Sample Taken Date | 09/24/2025 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 09/26/2025 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
| The quantity of what the sample constitutes | 1 tanker | 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 | 000187KBP | Linked DIME Sample ID | |
| 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) | ET5I01553 |
|---|---|---|---|
| Batch Number | ET5I01553 | Mix number | ET5I01553 |
Test Details
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DIME Sample ID: 2025-09-24-38
DIME Test ID: 2025-09-24-38-5
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: 2025-10-08
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 10/01/2025
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1242 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: 621 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1174 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: 587 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1218 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: 609 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 10/8/2025 ✔