Test 2014-07-02-8308352-1 (ASTM C39-10) 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 Date7/2/2014 Sample Unique Key8308352
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 testingNot set
Sample typeQuality Control A brief description of the samplestructural concrete
The quantity of what the sample constitutes4 cylinders From where was the sample collectedOther
First name of sampler or witnessed bybrett Last name of sampler or witnessed bysoldano
Title of samplerNot set Laboratory sample identificationNot set
The fabricator/manufacturer/facility nameRobertsons Rialto Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeConcrete The concrete mix design numberdfdfgd
The truck number from where the sample was collectedNot set The batch plant ticket number from where the sample was collected12345677
Concrete batch plantNot set The fabricator/manufacturer designation for the sampleNot set
A detailed description of where the material sample was collectedThe hopper of the concrete pump 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: 2014-07-02-8308352
DIME Test ID: 2014-07-02-8308352-1
Testing Lab: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-07-02
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: brett soldano
Date of test: 07/02/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 234500 lb
Maximum load on cylinder 2: 456789 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 4
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
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: 8295.0 psi
Compressive strength of cylinder 2: 16158.1 psi
Compressive strength (to nearest 10 psi):12230 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 07/02/2014