Summary for Test 2020-01-30-37-2
Test performed: CTM 521-June 2012Project Information
Project Identifiers | Project ID: 209141 DEA: 07215954 EFIS: 0700001835 |
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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 | 37 |
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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 | 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 2 | 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 |
Material Information
Material Type | Concrete | The concrete mix design number | G3-15-STR-002 |
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The truck number from where the sample was collected | Load 21 | The batch plant ticket number from where the sample was collected | 0 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Set 2 |
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
DIME Sample ID: 2020-01-30-37
DIME Test ID: 2020-01-30-37-2
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: Carlos Viramontes
Date of test: 02/28/2020
Correction factor: 1
Cylinder Age: 28 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): 5580 lb/in^2
Compressive Strength of Cylinder 1: 5640 lb/in^2
Compressive Strength of Cylinder 2: 5510 lb/in^2
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/5/2020 ✔