Test 2016-09-27-12-3 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210696
DEA: 080M2804
EFIS: 0800000472
Location DescriptionIn SBD County
Sample Information
Sample Taken Date9/27/2016 Sample Unique Key12
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 testing9/30/2016
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byAMBER Last name of sampler or witnessed byCHRISTIAN
Title of samplerARE Laboratory sample identification942-07
The fabricator/manufacturer/facility nameCal portland Transportation Laboratory (TL) Number007
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameBRIDGE 54 1308 L
Material Information
Material TypeConcrete The concrete mix design numberP40F023
The truck number from where the sample was collected8048 The batch plant ticket number from where the sample was collectedS486892
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleNOT PROVIDED
A detailed description of where the material sample was collectedtruck Where the material sample would have been placed if not sampledCENDA BRIDGE ABUT 4 WALL AND WW
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-09-27-12
DIME Test ID: 2016-09-27-12-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-10-25
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: 10/25/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 141400 lb
Maximum load on cylinder 2: 142600 lb
Type of fracture pattern of cylinder 1: 3
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5017.7 psi
Compressive strength of cylinder 2: 5060.3 psi
Compressive strength (to nearest 10 psi):5040 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/25/2016