Summary for Test 2020-01-30-36-1
Test performed: CTM 521-June 2012Project Information
| Project Identifiers | Project ID: 209141 DEA: 07215954 EFIS: 0700001835 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-0.0/7.6 |
| Award Date | 04/24/2014 |
| Closeout Date | 07/14/2022 |
| Work Description | WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES |
| Location Description | LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605 |
| QA Service Level | 1 (Verified on 06/02/2014) |
Sample Information
| Sample Taken Date | 01/30/2020 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/31/2020 | Sample type | Quality Control |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Dwayne |
| Last name of sampler or witnessed by | Ovalle | Title of sampler | QC Field Technician |
| Telephone number of sampler | Unknown | Laboratory sample identification | Set 1 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Jobsite |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | 00-0000 | Structure name | Abut 2 Approach Slab |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | G3-15-STR-002 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 4 | The batch plant ticket number from where the sample was collected | 0 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Set 1 |
| A detailed description of where the material sample was collected | Floerence Bridge - Abutment 3 | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-01-30-36
DIME Test ID: 2020-01-30-36-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2020-03-05
Test Results
Number of specimens: 2
Input Type: Calculated
Tester's full name: Alberto Pineda-Gonzalez
Date of test: 02/06/2020
Correction factor: 1
Cylinder Age: 7 days
Break Description of Cylinder 1 (if not 'cone'): no data
Break Description of Cylinder 2 (if not 'cone'): no data
Average Compressive Strength (to nearest 10): 3960 lb/in^2
Compressive Strength of Cylinder 1: 3920 lb/in^2
Compressive Strength of Cylinder 2: 3990 lb/in^2
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/5/2020 ✔