Test 2014-07-28-9006113-5 (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 Date7/28/2014 Sample Unique Key9006113
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
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 bySarah Last name of sampler or witnessed byThomson
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan Mission Valley Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number103612F
The truck number from where the sample was collected848 The batch plant ticket number from where the sample was collected123004
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected66R wall 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: 2014-07-28-9006113
DIME Test ID: 2014-07-28-9006113-5
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: 2014-10-03
Test Results

Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Wes Jacobs
Date of test: 09/22/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Maximum load on cylinder 1: 122180 lb
Type of fracture pattern of cylinder 1: 6
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 56 days
Compressive strength of cylinder (to nearest 10 psi):4320 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 10/03/2014