Test 2014-08-14-7-7 (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 Date8/14/2014 Sample Unique Key7
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 testing8/15/2014
Sample typeVerification A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes13 cylinders From where was the sample collectedOther
First name of sampler or witnessed byAston Last name of sampler or witnessed byJames
Title of samplerEngineering Technician Laboratory sample identification
The fabricator/manufacturer/facility namejobsite 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 number104009F
The truck number from where the sample was collected125519 The batch plant ticket number from where the sample was collected125519
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedPalomar Bridge Deck middle portion 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: 2014-08-14-7
DIME Test ID: 2014-08-14-7-7
Testing Lab: Leighton Consulting, Inc - San Diego
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-08-29
Test Results

Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Frank Mina
Date of test: 08/28/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Maximum load on cylinder 1: 100390 lb
Type of fracture pattern of cylinder 1: 2
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
Compressive strength of cylinder (to nearest 10 psi):3540 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/29/2014