Summary for Test 2015-04-27-14-1
Test performed: CTM 521-November 2014Project Information
Project Identifiers | Project ID: 3959 DEA: 072159C4 EFIS: 0700000339 |
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DIST-CO-RTE-PM | 07-LA-5-001.8/003.0 |
Award Date | 08/19/2011 |
Closeout Date | 08/16/2018 |
Work Description | CARMENITA INTERCHANGE IMPROVEMENT |
Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM ALONDRA BOULEVARD OVERCROSSING TO SHOEMAKER AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 05/01/2012) |
Sample Information
Sample Taken Date | 04/27/2015 | Sample Unique Key | 14 |
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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 | 05/01/2015 |
Sample type | Verification | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | MOHAMED | Last name of sampler or witnessed by | TALEB |
Title of sampler | T E C | Telephone number of sampler | Unknown |
Laboratory sample identification | 833-3A | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | SET 3A |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | FROM ALONDRA TO SHOEMAKER AVE |
Structure name | RIGHT DECK FROM SPAN 7 TO SPAN 9 |
Material Information
Material Type | Concrete | The concrete mix design number | SM40325 |
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The truck number from where the sample was collected | 476 | The batch plant ticket number from where the sample was collected | 162432 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | TRUCK | 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
DIME Sample ID: 2015-04-27-14
DIME Test ID: 2015-04-27-14-1
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: 2015-05-07
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: 05/07/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 83360 lb
Maximum load on cylinder 2: 85240 lb
Type of fracture pattern of cylinder 1: 3
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: 10 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 2948.7 psi
Compressive strength of cylinder 2: 3004.6 psi
Compressive strength (to nearest 10 psi): 2980 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2015 ✔