Test 2016-08-09-7-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 210244
DEA: 05492804
EFIS: 0500000576
DIST-CO-RTE-PM05-SLO-1-64.0/R66.9
Work DescriptionCONSTRUCT BRIDGES AND REALIGN TWO LANE HIGHWAY.
Location DescriptionSAN LUIS OBISPO COUNTY ABOUT 9 MILES NORTH OF SAN SIMEON FROM PIEDRAS BLANCAS LIGHTHOUSE ROAD TO ARROYO DE LA CRUZ BRIDGE
Sample Information
Sample Taken Date8/9/2016 Sample Unique Key7
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 testing8/11/2016
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byDAVID Last name of sampler or witnessed byWEEKS
Title of samplerQA Inspector Laboratory sample identification941
The fabricator/manufacturer/facility nameOLDCASTEL PRECAST Transportation Laboratory (TL) Number005
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNP
Structure nameNP
Material Information
Material TypeConcrete The concrete mix design numberUV 273
The truck number from where the sample was collected2 The batch plant ticket number from where the sample was collected53423
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedNP Where the material sample would have been placed if not sampledCASTING BED A2 G12 3
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-08-09-7
DIME Test ID: 2016-08-09-7-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-08-17
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: 08/16/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 243810 lb
Maximum load on cylinder 2: 239980 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 7 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 8593.9 psi
Compressive strength of cylinder 2: 8458.9 psi
Compressive strength (to nearest 10 psi):8530 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/17/2016