Test 2015-06-16-1-1 (CTM 521-November 2014) Summary

Project Information
Project IdentifiersProject ID: 210075
DEA: 051F8404
EFIS: 0514000067
DIST-CO-RTE-PM05-SB-101-10.0/10.6
Work DescriptionREPLACE CONCRETE SLABS WITH PRECAST CONCRETE INDIVIDUAL SLABS.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM SAN YSIDRO ROAD OVERCROSSING TO OLIVE MILL ROAD OVERCROSSING
Sample Information
Sample Taken Date6/16/2015 Sample Unique Key1
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 testing6/17/2015
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 byGARY Last name of sampler or witnessed byMaCOMB
Title of samplerASSOC STEEL INSP Laboratory sample identification909-15
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) NumberL10 SRL6 15
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSANTA BARBARA
Structure nameREPLACE CONCRETE SLABS
Material Information
Material TypeConcrete The concrete mix design number1508576
The truck number from where the sample was collectedPC1 The batch plant ticket number from where the sample was collected41695828
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedTRANSIT MIXER 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: 2015-06-16-1
DIME Test ID: 2015-06-16-1-1
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: 2015-06-30
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: 06/30/2015
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 157000 lb
Maximum load on cylinder 2: 163520 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: 14 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: 5534 psi
Compressive strength of cylinder 2: 5763.8 psi
Compressive strength (to nearest 10 psi):5650 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/30/2015