Test 2016-10-07-1-1 (CTM 521-November 2014) Summary

Project Information
Project IdentifiersProject ID: 209141
DEA: 07215954
EFIS: 0700001835
DIST-CO-RTE-PM07-LA-5-0.0/7.6
Work DescriptionWIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location DescriptionLOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
Sample Information
Sample Taken Date10/7/2016 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 testing10/8/2016
Sample typeQuality Assurance A brief description of the sampleRW 314 footing
The quantity of what the sample constitutes1 From where was the sample collectedJob Site
First name of sampler or witnessed byArmando Hernandez Last name of sampler or witnessed byHernandez
Title of samplerASR Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameSPC Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier53E0213
Structure nameRW 314
Material Information
Material TypeConcrete The concrete mix design numberG3-15-3600-590
The truck number from where the sample was collectedload 18 The batch plant ticket number from where the sample was collected37129
Concrete batch plantSPC onsite batch plant The fabricator/manufacturer designation for the sampleon site batch plant
A detailed description of where the material sample was collectedCHUTE FROM TRUCK Where the material sample would have been placed if not sampledRW Footing
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-10-07-1
DIME Test ID: 2016-10-07-1-1
Testing Lab: CT D07 - Field Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2016-11-06
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Tuan Nguyen
Date of test: 11/03/2016
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 112649 lb
Maximum load on cylinder 2: 126468 lb
Type of fracture pattern of cylinder 1: 6
Type of fracture pattern of cylinder 2: 6
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 27 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: 3984.8 psi
Compressive strength of cylinder 2: 4473.6 psi
Compressive strength (to nearest 10 psi):4230 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/06/2016