Test 2015-05-14-3-1 (CTM 521-November 2014) Summary

Project Information
Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
Sample Information
Sample Taken Date5/14/2015 Sample Unique Key3
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 testing5/18/2015
Sample typeQuality Control A brief description of the sample6X12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byAntonio Last name of sampler or witnessed byPICAZO
Title of samplerASR Laboratory sample identification866-N34
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number1001 N34 9C
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierOCEAN BLVD TO SR 47
Structure nameN34 PILE CAP
Material Information
Material TypeConcrete The concrete mix design numberSFI PCV2F
The truck number from where the sample was collected430 The batch plant ticket number from where the sample was collected5155187
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedTRUCK Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-05-14-3
DIME Test ID: 2015-05-14-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-06-11
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: 06/11/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 161630 lb
Maximum load on cylinder 2: 157640 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: 5717.4 psi
Compressive strength of cylinder 2: 5576.2 psi
Compressive strength (to nearest 10 psi):5650 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/11/2015