Summary for Test 2015-04-21-6-1

Test performed: CTM 521-November 2014

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
Award Date06/30/2011
Closeout DateNot set
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
QA Service Level1 (Verified on 03/29/2012)

Sample Information

Sample Taken Date04/21/2015 Sample Unique Key6
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 testing04/24/2015
Sample typeVerification 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 byMIKE Last name of sampler or witnessed byIBRAHIM
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification816-34 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number193034
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSCHUYLER HEIM BRIDGE
Structure nameHINGE 6 NORTHBOUND

Material Information

Material TypeConcrete The concrete mix design numberS85156
The truck number from where the sample was collected407 The batch plant ticket number from where the sample was collected138372
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedFIRST 5 CY 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: 2015-04-21-6
DIME Test ID: 2015-04-21-6-1
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: 2015-06-02

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: 06/02/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 170450 lb
Maximum load on cylinder 2: 162730 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 42 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: 6029.4 psi
Compressive strength of cylinder 2: 5756.3 psi
Compressive strength (to nearest 10 psi):5890 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/2/2015