Test 2016-08-19-2-2 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 209384
DEA: 04264094
EFIS: 0400000735
COOP: 042531
DIST-CO-RTE-PM04-,SON--
Work DescriptionNot set
Location DescriptionNot set
Sample Information
Sample Taken Date8/19/2016 Sample Unique Key2
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 testing8/30/2016
Sample typeQuality Assurance A brief description of the sample2 6x12 concrete cylinders
The quantity of what the sample constitutes133 CY From where was the sample collectedJob Site
First name of sampler or witnessed byPhilip Last name of sampler or witnessed byLatasa
Title of samplerTEC Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameShamrock Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier270119
Structure nameSan Antonio Creek Bridge
Material Information
Material TypeConcrete The concrete mix design number4201a
The truck number from where the sample was collected1202 The batch plant ticket number from where the sample was collected442594
Concrete batch plant04 The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE FROM TRUCK Where the material sample would have been placed if not sampledCIDH Pile Pier 2 Col 2
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-08-19-2
DIME Test ID: 2016-08-19-2-2
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: 2016-09-16
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 09/16/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 135205 lb
Maximum load on cylinder 2: 120336 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: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4813.3 psi
Compressive strength of cylinder 2: 4283.9 psi
Compressive strength (to nearest 10 psi):4550 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/16/2016