Summary for Test 2015-05-19-2-2
Test performed: CTM 521-November 2014Project Information
Project Identifiers | Project ID: 7409 DEA: 07245403 EFIS: 0700000431 |
---|---|
DIST-CO-RTE-PM | 07-LA-10-31.1/32.3 |
Award Date | 02/29/2012 |
Closeout Date | 10/27/2016 |
Work Description | Construct Connector between I-10 and I-605 (Design Build Project) LA-10-31.1/32.3, LA-605-R20.2/20.6 |
Location Description | 10 & 605 IC |
QA Service Level | 1 (Verified on 03/14/2013) |
Sample Information
Sample Taken Date | 05/19/2015 | Sample Unique Key | 2 |
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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 | 05/20/2015 |
Sample type | Quality Control | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | OSCAR | Last name of sampler or witnessed by | RODRIGUEZ |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 854-19 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 60519 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 10 AND 605 INTERCHANGE |
Structure name | FRAME 3 DECK SPANS 10 AND 11 |
Material Information
Material Type | Concrete | The concrete mix design number | S75133 |
---|---|---|---|
The truck number from where the sample was collected | 405 | The batch plant ticket number from where the sample was collected | 201498 |
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: 2015-05-19-2
DIME Test ID: 2015-05-19-2-2
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: 2015-06-30
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: 06/16/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 155520 lb
Maximum load on cylinder 2: 157380 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: 5501.2 psi
Compressive strength of cylinder 2: 5567 psi
Compressive strength (to nearest 10 psi): 5530 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/30/2015 ✔