Test 2016-07-14-7-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211067
DEA: 080J9904
EFIS: 0800000327
DIST-CO-RTE-PM08-SBD-18-49.0/51.7
Work DescriptionREPAIR AND REPLACED SIDEWALKS, CURBS & GUTTERS.
Location DescriptionREPAIR AND REPLACED SIDEWALKS, CURBS & GUTTERS.
Sample Information
Sample Taken Date7/14/2016 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 testing7/20/2016
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byBiggen Last name of sampler or witnessed byNOT PROVIDED
Title of samplerINSPECTOR Laboratory sample identification937-01
The fabricator/manufacturer/facility nameROBERTSONS Transportation Laboratory (TL) Number001
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNOT PROVIDED
Structure nameNOT PROVIDED
Material Information
Material TypeConcrete The concrete mix design numberNOT PROVIDED
The truck number from where the sample was collectedNOT PROVIDED The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedNOT PROVIDED Where the material sample would have been placed if not sampledSIDEWALK
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-07-14-7
DIME Test ID: 2016-07-14-7-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-07-21
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matthew Clayton
Date of test: 07/21/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 92650 lb
Maximum load on cylinder 2: 95420 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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1:28.46 in^2
Cross sectional area of cylinder 2:28.46 in^2
Compressive strength (to nearest 10 psi):3310 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/21/2016