Summary for Test 2024-10-03-46-2
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 1000166 DEA: 101P7204 EFIS: 1022000156 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-5-R19.6/R24.0 |
| Award Date | 05/10/2024 |
| Closeout Date | 09/24/2025 |
| Work Description | POLYESTER CONCRETE OVERLAY, STRUCTURAL CONCRETE, COLD PLANE AND HMA. |
| Location Description | SAN JOAQUIN COUNTY IN AND NEAR STOCKTON AT VARIOUS LOCATIONS FROM ROTH ROAD UNDERCROSSING TO WALKER SLOUGH BRIDGE |
| QA Service Level | 1 (Verified on 03/11/2024) |
Sample Information
| Sample Taken Date | 10/03/2024 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 10/04/2024 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
| The quantity of what the sample constitutes | 34 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 | 7076245467 |
| Laboratory sample identification | 000136KBP | Linked DIME Sample ID | 000136KBP |
| 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) | AZ4I01516T |
|---|---|---|---|
| Batch number | AZ4I01516T | Mix number | AZ4I01516T |
Test Details
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DIME Sample ID: 2024-10-03-46
DIME Test ID: 2024-10-03-46-2
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: 2024-12-30
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 10/08/2024
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1292.25 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: 646.125 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1177.39 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: 588.693 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1277.87 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: 638.934 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 12/30/2024 ✔