Summary for Test 2021-08-31-29-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 215773 DEA: 010F5004 EFIS: 0116000014 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM,HUM-29,36,211-VAR |
| Award Date | 06/30/2021 |
| Closeout Date | 04/04/2022 |
| Work Description | 4 BRIDGES DECK PRESERVATION. |
| Location Description | LAKE AND HUMBOLDT COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/25/2021) |
Sample Information
| Sample Taken Date | 08/31/2021 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/31/2021 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 60 Drums |
| From where was the sample collected | Source | First name of sampler or witnessed by | Daniel |
| Last name of sampler or witnessed by | Tikusis | Title of sampler | Technical Director |
| Telephone number of sampler | 707-330-9227 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers | |
| 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) | 1350992 |
|---|---|---|---|
| Batch Number | 1350992 | Mix number | 1350992 |
Test Details
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DIME Sample ID: 2021-08-31-29
DIME Test ID: 2021-08-31-29-5
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: 2021-09-17
Test Results
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 09/17/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1685.23 lb
Span length for Sample 1: 9 in
Break location for Sample 1: PCC
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 842.615 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1377.28 lb
Span length for Sample 2: 9 in
Break location for Sample 2: PCC
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 688.64 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1351.49 lb
Span length for Sample 3: 9 in
Break location for Sample 3: PCC
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 675.745 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Supplier Results.
Test was verified on 9/17/2021 ✔