Test 2016-07-21-19-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210040
DEA: 04297624
EFIS: 0400020581
COOP: 042558
DIST-CO-RTE-PM04-ALA-84-22.9/25.7
Work DescriptionWIDENING AND EXPRESSWAY UPGRADES
Location DescriptionON ROUTE 84, FROM RUBY HILL DRIVE TO NORTH OF CONCANNON BOULEVARD
Sample Information
Sample Taken Date7/21/2016 Sample Unique Key19
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 testing8/16/2016
Sample typeQuality Control A brief description of the sampleconcrete
The quantity of what the sample constitutescylinders From where was the sample collectedJob Site
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byTsai
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number180403
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberUnknown
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedUnknown Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-07-21-19
DIME Test ID: 2016-07-21-19-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-09-15
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 09/15/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 161506 lb
Maximum load on cylinder 2: 159643 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: 56 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5731.2 psi
Compressive strength of cylinder 2: 5627.2 psi
Compressive strength (to nearest 10 psi):5680 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 09/15/2016