Test 2014-11-19-3-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 210053
EFIS: 0000000764
DIST-CO-RTE-PM---
Work DescriptionCrush test
Location DescriptionNot set
Sample Information
Sample Taken Date11/19/2014 Sample Unique Key3
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 testing11/19/2014
Sample typeAcceptance A brief description of the samplecylinders
The quantity of what the sample constitutes2 From where was the sample collectedOther
First name of sampler or witnessed byxxxxxxxxxxxxx Last name of sampler or witnessed byxxxxxxx
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number87427
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameCHP Academy
Material Information
Material TypeConcrete The concrete mix design numberxxxxxxxxxxxxxxxxxxx
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedxxxxxxxxxxxxxxxxxxx
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedfrom mix truck Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2014-11-19-3
DIME Test ID: 2014-11-19-3-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-12-10
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SV
Date of test: 12/10/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 139690 lb
Maximum load on cylinder 2: 141100 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): Both cylinder diameters for each specimen are not in compliance. w/ ASTM C39 section 6.1. Diameters measured differ more than 2%.
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 21 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4923.9 psi
Compressive strength of cylinder 2: 4991.2 psi
Compressive strength (to nearest 10 psi):4960 psi
General comments (publicly viewable) (Max 250 characters): Both cylinder average diameters are not within 2% requirement. Please check cylinder molds.
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 12/10/2014