Test 2017-03-17-7-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211765
DEA: 081G8504
EFIS: 0816000096
MINOR: 08A2744
DIST-CO-RTE-PM08-SBD-83-R0.2/R1.7
Work DescriptionConstruct two (2) gates for Chino Creek Flood Control
Location DescriptionSan Bernadino Country Emergency Project - Construct two (2) gates for Chino Creek Flood Control
Sample Information
Sample Taken Date3/17/2017 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 testing3/21/2017
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes12 From where was the sample collectedJob Site
First name of sampler or witnessed byarnel Last name of sampler or witnessed byvega
Title of samplerUnknown Laboratory sample identification956-21
The fabricator/manufacturer/facility namerobertsons Transportation Laboratory (TL) Number20170321
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numbersc675b39
The truck number from where the sample was collected1049 The batch plant ticket number from where the sample was collected2557657
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedsite Where the material sample would have been placed if not sampledCIDH 1A 1B 2A 2B 2C 2D
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2017-03-17-7
DIME Test ID: 2017-03-17-7-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-03-27
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: 03/24/2017
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: 100730 lb
Maximum load on cylinder 2: 100800 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
Age of specimen in hours: no data
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: 3550.6 psi
Compressive strength of cylinder 2: 3553.0 psi
Compressive strength (to nearest 10 psi):3550 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/28/2017