Summary for Test 2020-02-24-25-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 213931 DEA: 081J1304 EFIS: 0817000209 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10,15,210,18,138-VAR |
| Award Date | 04/25/2019 |
| Closeout Date | 09/02/2020 |
| Work Description | Replace joint seal, resurface bridge deck, install bridge mounted sign |
| Location Description | In SB County at various locations |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/24/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 02/24/2020 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 2 tankers | 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 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kwik Bond Polymers and Reichhold | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1234811 |
|---|---|---|---|
| Batch number | 1234811 | Mix number | 1234811 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2020-02-24-25
DIME Test ID: 2020-02-24-25-5
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: 2020-03-25
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/25/2020
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1266 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: 633 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1276 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: 638 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1412 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: 706 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2020 ✔