Summary for Test 2015-05-19-3-1
Test performed: CTM 521-November 2014Project Information
Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
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DIST-CO-RTE-PM | 07-LA-710-6.0-9.4 |
Award Date | 09/02/2011 |
Closeout Date | Not set |
Work Description | Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
Location Description | Port of Long Beach (District 7) |
QA Service Level | 1 (Verified on 06/03/2013) |
Sample Information
Sample Taken Date | 05/19/2015 | Sample Unique Key | 3 |
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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 | Independent Assurance | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | ANTONIO | Last name of sampler or witnessed by | PICAZO |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 866-29SC | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 1001C29SC |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | OCEAN BLVD TO SR 47 IN LB |
Structure name | C29 NORTH SOLID COLUMN |
Material Information
Material Type | Concrete | The concrete mix design number | SFI SCV2F |
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The truck number from where the sample was collected | 415 | The batch plant ticket number from where the sample was collected | 5144247 |
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: 2015-05-19-3
DIME Test ID: 2015-05-19-3-1
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: 2015-07-14
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: 07/14/2015
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 187410 lb
Maximum load on cylinder 2: 193850 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: 56 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 6585 psi
Compressive strength of cylinder 2: 6811.3 psi
Compressive strength (to nearest 10 psi): 6700 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2015 ✔