Summary for Test 2018-07-18-27-1
Test performed: CTM 521-November 2014Project 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 | 07/18/2018 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 07/19/2018 |
| 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 | Harold | Last name of sampler or witnessed by | Greene |
| 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 | Unknown |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | G3-15-590-3600 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 1 | 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 | Florence Ave Bridge | 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: 2018-07-18-27
DIME Test ID: 2018-07-18-27-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2018-11-05
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ron Hernandez
Date of test: 07/25/2018
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 96460 lb
Maximum load on cylinder 2: 98400 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 3440 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/5/2018 ✔