Test 2013-10-18-3357196-4 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 7780
DEA: 112T1824
EFIS: 1100020051
DIST-CO-RTE-PM11-SD-805-4.7/5.6
Work DescriptionREPLACE STRUCTURE AND CONSTRUCT DIRECT ACCESS RAMP (DAR).
Location DescriptionSAN DIEGO COUNTY IN CHULA VISTA FROM 0.4 MILE SOUTH OF EAST PALOMAR STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES STREET UNDERCROSSING
Sample Information
Sample Taken Date10/18/2013 Sample Unique Key3357196
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 testing10/22/2013
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes5 cylinders From where was the sample collectedSource
First name of sampler or witnessed byhalden Last name of sampler or witnessed bygeorge
Title of samplerField Technician Laboratory sample identification2013-10-17-0335
The fabricator/manufacturer/facility namevulcan 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 number105503F
The truck number from where the sample was collectedNot set The batch plant ticket number from where the sample was collected153538
Concrete batch plantNot set The fabricator/manufacturer designation for the sampleNot set
A detailed description of where the material sample was collected301L footing 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: 2013-10-18-3357196
DIME Test ID: 2013-10-18-3357196-4
Testing Lab: Vulcan Materials Company - San Diego
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-01-27
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: christian Wheeler
Date of test: 11/28/2013
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: 172990 lb
Maximum load on cylinder 2: 170740 lb
Type of fracture pattern of cylinder 1: 4
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
Correction factor for cylinder 2: no data
Age of specimen: 42 days
Cross sectional area of cylinder 1:no data
Cross sectional area of cylinder 2:no data
Compressive strength (to nearest 10 psi):6080 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 01/27/2014