Test 2015-08-06-4-1 (CTM 521-November 2014) Summary

Project Information
Project IdentifiersProject ID: 3825
DEA: 07138204
EFIS: 0700000142
DIST-CO-RTE-PM07-LA-47,103-3.5/4.6,0.0/1.1
Work DescriptionREPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
Sample Information
Sample Taken Date8/6/2015 Sample Unique Key4
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 testing8/10/2015
Sample typeQuality Control 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 byJUSTIN Last name of sampler or witnessed byAKABOGU
Title of samplerASR Laboratory sample identification816-5M
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number193035M
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSCHUYLER HEIM BRIDGE STAGE 3
Structure nameABUTMENT 1 WALL
Material Information
Material TypeConcrete The concrete mix design numberS77047
The truck number from where the sample was collectedNP The batch plant ticket number from where the sample was collectedNP
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE Where the material sample would have been placed if not sampledUnknown
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-08-06-4
DIME Test ID: 2015-08-06-4-1
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: 2015-09-03
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: 09/03/2015
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 118700 lb
Maximum load on cylinder 2: 119900 lb
Type of fracture pattern of cylinder 1: 3
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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4184 psi
Compressive strength of cylinder 2: 4226.3 psi
Compressive strength (to nearest 10 psi):4210 psi
General comments (publicly viewable) (Max 1000 characters): DID NOT MEET DESIGN STRENGTH AT 28 DAYS

Test was verified on 09/03/2015