Test 2014-01-27-7401152-9 (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 Date1/27/2014 Sample Unique Key7401152
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 collectedOther
First name of sampler or witnessed bySean Last name of sampler or witnessed byAnderson
Title of samplerNot set Laboratory sample identification2014-01-27-0740
The fabricator/manufacturer/facility nameVulcan Materials - Truck 320 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 number103612F
The truck number from where the sample was collected320 The batch plant ticket number from where the sample was collected101716
Concrete batch plant41951 The fabricator/manufacturer designation for the sampleVulcan Materials Company
A detailed description of where the material sample was collected301L Pilasters 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: 2014-01-27-7401152
DIME Test ID: 2014-01-27-7401152-9
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: 2014-05-01
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: 01/27/2014
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: 122830 lb
Maximum load on cylinder 2: 120640 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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:no data
Cross sectional area of cylinder 2:no data
Compressive strength (to nearest 10 psi):4300 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 05/01/2014