Summary for Test 2021-10-01-3-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 215221 DEA: 07332604 EFIS: 0716000287 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-R12.4/14.9 |
| Award Date | 12/16/2020 |
| Closeout Date | 11/25/2024 |
| Work Description | REMOVE RAISED ISLAND, CONSTRUCT CONCRETE BARRIER AND INSTALL LIGHTING. |
| Location Description | THE COUNTY AND CITY OF LOS ANGELES FROM 0.1 MILE EAST OF ARLINGTON AVENUE OVERCROSSING TO 0.7 MILE EAST OF ROUTE 10/110 SEPARATION |
| QA Service Level | 1 (Verified on 03/19/2021) |
Sample Information
| Sample Taken Date | 10/01/2021 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/01/2021 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 34 Totes |
| 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 and Polynt | |
| 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) | 1359376 |
|---|---|---|---|
| Batch Number | 1359376 | Mix number | 1359376 |
Test Details
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DIME Sample ID: 2021-10-01-3
DIME Test ID: 2021-10-01-3-5
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: 2021-10-15
Test Results
Input Type: Measured
Tester's full name: Vendors Results
Date of test: 10/15/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1905.33 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: 952.666 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1672.26 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: 836.13 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1620.76 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: 810.379 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results
Test was verified on 10/15/2021 ✔