Test 2013-12-03-10590650-2 (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 Date12/3/2013 Sample Unique Key10590650
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 testing12/6/2013
Sample typeVerification A brief description of the sampleCompressive Strength samples
The quantity of what the sample constitutes4 concrete cylinders From where was the sample collectedOther
First name of sampler or witnessed byDaniel Last name of sampler or witnessed bySmith
Title of samplerNot set Laboratory sample identificationPCC 026/027/028/029
The fabricator/manufacturer/facility nameTBD Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierRET WALL 303R
Structure nameNot set
Material Information
Material TypeConcrete The concrete mix design number154012F
The truck number from where the sample was collectedNot set The batch plant ticket number from where the sample was collected157958
Concrete batch plantNot set The fabricator/manufacturer designation for the sampleNot set
A detailed description of where the material sample was collectedTBD 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: 2013-12-03-10590650
DIME Test ID: 2013-12-03-10590650-2
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: 2014-01-16
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ryan Densmore
Date of test: 12/31/2013
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 129930 lb
Maximum load on cylinder 2: 134180 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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):4660 psi
General comments (publicly viewable) (Max 1000 characters): Compliance based on 28 day strength

Test was verified on 01/16/2014