Test 2014-08-13-1-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 1841
DEA: 041706U4
EFIS: 0400000450
DIST-CO-RTE-PM04-ALA-880-30.0/ 31.0
Work Description5th Avenue Overhead Bridge Replacement
Location Description5th Ave and 880. Â
Sample Information
Sample Taken Date8/13/2014 Sample Unique Key1
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 testing8/20/2014
Sample typeQuality Control A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedOther
First name of sampler or witnessed byART Last name of sampler or witnessed byPANNU
Title of samplerSR Laboratory sample identificationCL140992
The fabricator/manufacturer/facility nameNA 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 numberD20PP5E1
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedNA
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedJob site 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: 2014-08-13-1
DIME Test ID: 2014-08-13-1-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-09-10
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Bang
Date of test: 09/10/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 122337 lb
Maximum load on cylinder 2: 135595 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 1:28.46 in^2
Cross sectional area of cylinder 2:28.36 in^2
Compressive strength (to nearest 10 psi):4540 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/10/2014