Summary for Test 2018-11-08-1-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level (Verified on 04/05/2013)

Sample Information

Sample Taken Date11/08/2018 Sample Unique Key1
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 testing11/08/2018
Sample typeQuality Assurance A brief description of the samplestructural concrete
The quantity of what the sample constitutes250cy From where was the sample collectedJob Site
First name of sampler or witnessed byBrett Last name of sampler or witnessed bysoldano
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTeichert Woodland Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number123456
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected123456
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedwheelbarrow Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-11-08-1
DIME Test ID: 2018-11-08-1-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-11-08

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Brian Teh
Date of test: 11/08/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.09 in
Average diameter of cylinder 2: 6.78 in
Maximum load on cylinder 1: 10000 lb
Maximum load on cylinder 2: 15000 lb
Type of fracture pattern of cylinder 1: 1
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: 1
Age of specimen: 10 days
Cross sectional area of cylinder 1: 29.13 in^2
Cross sectional area of cylinder 2: 36.1 in^2
Compressive strength of cylinder 1: 343.3 psi
Compressive strength of cylinder 2: 415.5 psi
Compressive strength (to nearest 10 psi): 380 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/8/2018