Summary for Test 2026-07-21-33-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 1002116 DEA: 081N2104 EFIS: 0822000119 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-26.2/R37.0 |
| Award Date | 01/07/2026 |
| Closeout Date | Not set |
| Work Description | Structural concrete, furnish and place polyester concrete overlay. |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS FROM TIPPECANOE AVENUE IN LOMA LINDA TO LIVE OAK CANYON ROAD IN YUCAIPA |
| QA Service Level | 1 (Verified on 05/04/2026) |
Sample Information
| Sample Taken Date | 07/21/2026 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 07/22/2026 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
| The quantity of what the sample constitutes | 10 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 | 925-913-9199 |
| Laboratory sample identification | 000221KBP | 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) | AZ6G01128S |
|---|---|---|---|
| Batch Number | AZ6G01128S | Mix number | AZ6G01128S |
Test Details
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DIME Sample ID: 2026-07-21-33
DIME Test ID: 2026-07-21-33-5
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: 2026-08-06
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 07/31/2026
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1428 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: 714 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1584 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: 792 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1038 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: 519 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 8/6/2026 ✔