Summary for Test 2016-12-21-6-2

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 211068
DEA: 080N5504
EFIS: 0800020102
DIST-CO-RTE-PM08-SBD-40-R105.2/R106.5
Award Date04/21/2016
Closeout Date08/09/2018
Work DescriptionREPLACE THE LEFT WATSON WASH BRIDGE N0. 0805L
Location DescriptionNot set
QA Service Level1 (Verified on 05/10/2016)

Sample Information

Sample Taken Date12/21/2016 Sample Unique Key6
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 testing12/27/2016
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes6 Concrete Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byRobert Last name of sampler or witnessed byBersbach
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification947-1221 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCemex Transportation Laboratory (TL) Number1221
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number1592266
The truck number from where the sample was collected35790 The batch plant ticket number from where the sample was collected4394413
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLoad 4 Where the material sample would have been placed if not sampledABUTMENT 1 PIER 7 CAP
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-12-21-6
DIME Test ID: 2016-12-21-6-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-01-04

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: 01/04/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 160390 lb
Maximum load on cylinder 2: 158100 lb
Type of fracture pattern of cylinder 1: 3
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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5673.5 psi
Compressive strength of cylinder 2: 5592.5 psi
Compressive strength (to nearest 10 psi): 5630 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/4/2017