Summary for Test 2023-04-14-21-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 993235 DEA: 051H4504 EFIS: 0516000075 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-154-R31.8/R32.1 |
| Award Date | 11/22/2021 |
| Closeout Date | 07/31/2024 |
| Work Description | CONSTRUCT CIDH CONCRETE PILES AND STRUCTURAL CONCRETE BRIDGE. |
| Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM PRIMAVERA ROAD UNDERCROSSING TO LA COLINA ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/06/2021) |
Sample Information
| Sample Taken Date | 04/14/2023 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/17/2023 | 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 | 943771 |
| Linked DIME Sample ID | 943771 | 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) | 1465420 |
|---|---|---|---|
| Batch Number | 1465420 | Mix number | 1465420 |
Test Details
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DIME Sample ID: 2023-04-14-21
DIME Test ID: 2023-04-14-21-5
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: 04/19/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1781 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: 890.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1570.8 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: 785.4 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1690.4 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: 845.2 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 7/17/2023 ✔