Summary for Test 2015-04-06-4-1
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 7427 DEA: 07215934 EFIS: 0700001833 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-2.4/4.0 |
| Award Date | 08/14/2012 |
| Closeout Date | 02/20/2020 |
| Work Description | Widen and Realign Freeway and Construct Ped OC, OC and UC Structures. |
| Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING |
| QA Service Level | 1 (Verified on 11/26/2012) |
Sample Information
| Sample Taken Date | 04/06/2015 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 04/13/2015 |
| Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ali | Last name of sampler or witnessed by | Jenabzadeh |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 856-47 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | 199547 |
| 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 | S63061 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Austin Vault Sand Filter | Where the material sample would have been placed if not sampled | Not set |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-04-06-4
DIME Test ID: 2015-04-06-4-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-05-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 05/04/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 143360 lb
Maximum load on cylinder 2: 141890 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5071.1 psi
Compressive strength of cylinder 2: 5019.1 psi
Compressive strength (to nearest 10 psi): 5050 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2015 ✔