Test 2015-04-21-7-1 (CTM 521-November 2014) Summary

Project Information
Project IdentifiersProject ID: 7427
DEA: 07215934
EFIS: 0700001833
DIST-CO-RTE-PM07-LA-5-2.4/4.0
Work DescriptionWiden and Realign Freeway and Construct Ped OC, OC and UC Structures.
Location DescriptionLOS 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
Sample Information
Sample Taken Date4/21/2015 Sample Unique Key7
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 testing4/28/2015
Sample typeVerification A brief description of the sample6X12
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byALI Last name of sampler or witnessed byJENABZADEH
Title of samplerASR Laboratory sample identification856-51
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number199551
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameAVSF WALLS
Material Information
Material TypeConcrete The concrete mix design numberS63061
The truck number from where the sample was collected420 The batch plant ticket number from where the sample was collectedNOT PROVIDED
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: 2015-04-21-7
DIME Test ID: 2015-04-21-7-1
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: 2015-05-19
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: 05/19/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 122310 lb
Maximum load on cylinder 2: 121940 lb
Type of fracture pattern of cylinder 1: 1
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: 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: 4326.5 psi
Compressive strength of cylinder 2: 4313.4 psi
Compressive strength (to nearest 10 psi):4320 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/19/2015