Test 2015-08-07-4-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 208714
DEA: 08043514
EFIS: 0800000010
DIST-CO-RTE-PM08-SBD-58-R22.2/R31.1
Work DescriptionREALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location DescriptionHINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
Sample Information
Sample Taken Date8/7/2015 Sample Unique Key4
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 testing8/11/2015
Sample typeQuality Control A brief description of the sample6X12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byC AND M Last name of sampler or witnessed byDIKE AND TALEB
Title of samplerASR Laboratory sample identification915-07
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number150807
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSTATE HWY IN SB
Structure nameBRIDGE FOOTING FOR HINKLEY OC
Material Information
Material TypeConcrete The concrete mix design numberSC675B38
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedNP
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE Where the material sample would have been placed if not sampledUnknown
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-08-07-4
DIME Test ID: 2015-08-07-4-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-08-20
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 08/14/2015
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: 84820 lb
Maximum load on cylinder 2: 88360 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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 of cylinder 1: 2980.3 psi
Compressive strength of cylinder 2: 3104.7 psi
Compressive strength (to nearest 10 psi):3040 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/20/2015