Summary for Test 2017-05-23-4-3

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 208714
DEA: 08043514
EFIS: 0800000010
DIST-CO-RTE-PM08-SBD-58-R22.2/R31.1
Award Date12/30/2014
Closeout Date08/29/2018
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.
QA Service Level1 (Verified on 03/22/2013)

Sample Information

Sample Taken Date05/23/2017 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 testing05/25/2017
Sample typeQuality Assurance A brief description of the sample6X12
The quantity of what the sample constitutes10 From where was the sample collectedJob Site
First name of sampler or witnessed byROBERT Last name of sampler or witnessed byBERSBACH
Title of samplerTECH Telephone number of samplerUnknown
Laboratory sample identification915-523 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameROBERTSONS Transportation Laboratory (TL) Number20170523
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSR58 EXPRESS WAY AT HINKLEY
Structure nameRW 1633 STEM WALL POUR 5

Material Information

Material TypeConcrete The concrete mix design numberSC678B38
The truck number from where the sample was collected1728 The batch plant ticket number from where the sample was collected225702
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedRW 1633 STEM WALL POUR 5 Where the material sample would have been placed if not sampledRW 1633 STEM WALL POUR 5
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-05-23-4
DIME Test ID: 2017-05-23-4-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-05-30

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: 05/30/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 100630 lb
Maximum load on cylinder 2: 101820 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: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3559.6 psi
Compressive strength of cylinder 2: 3589.0 psi
Compressive strength (to nearest 10 psi):3570 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/30/2017