Test 2016-06-16-2-1 (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 Date6/16/2016 Sample Unique Key2
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 testing6/21/2016
Sample typeQuality Assurance A brief description of the sample6X12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byMIKE Last name of sampler or witnessed byNUNEZ
Title of samplerQC TECH TWINING Laboratory sample identification915-37
The fabricator/manufacturer/facility nameHi Grade Material Transportation Laboratory (TL) NumberLCB-061616-37
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSR 58 EXPRESSWAY AT HINKLEY RD
Structure nameSR 58 EXPRESSWAY AT HINKLEY
Material Information
Material TypeConcrete The concrete mix design numberLB16-0041
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 collectedLOAD 26 Where the material sample would have been placed if not sampledEB LENWOOD ON RAMP STATION 1640 PLUS 00
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-06-16-2
DIME Test ID: 2016-06-16-2-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-06-23
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: 06/23/2016
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: 19040 lb
Maximum load on cylinder 2: 17830 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 669.0 psi
Compressive strength of cylinder 2: 626.5 psi
Compressive strength (to nearest 10 psi):650 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/23/2016