Test 2014-07-18-12104769-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 208866
DEA: 030F3004
EFIS: 0300000077
DIST-CO-RTE-PM03-ED-50-17.8,19.6
Work DescriptionRETROFIT COLUMNS AND ADD BRACING.
Location DescriptionEL DORADO COUNTY IN PLACERVILLE AT COLOMA STREET PEDESTRIAN OVERCROSSING AND AT SMITH FLAT ROAD UNDERCROSSING
Sample Information
Sample Taken Date7/18/2014 Sample Unique Key12104769
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 testing7/21/2014
Sample typeVerification A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 concrete cylinders From where was the sample collectedOther
First name of sampler or witnessed bypyo Last name of sampler or witnessed byhong
Title of samplerasr Laboratory sample identificationcl140870
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number509501
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedna
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedTruck 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: 2014-07-18-12104769
DIME Test ID: 2014-07-18-12104769-1
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: 2014-08-18
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: mullins
Date of test: 08/15/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.04 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 98974 lb
Maximum load on cylinder 2: 98892 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): 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: 28.65 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 3454.6 psi
Compressive strength of cylinder 2: 3462.6 psi
Compressive strength (to nearest 10 psi):3460 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/18/2014