Test 2015-05-28-3-2 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 7566
DEA: 042640K4
EFIS: 0412000406
COOP: 0412458
DIST-CO-RTE-PM04---
Work DescriptionNot set
Location DescriptionNot set
Sample Information
Sample Taken Date5/28/2015 Sample Unique Key3
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 testing6/10/2015
Sample typeQuality Assurance A brief description of the sample2 6x12 concrete cylinders
The quantity of what the sample constitutesCrash Wall Footing Bent 3 Col. 1 From where was the sample collectedJob Site
First name of sampler or witnessed byMelvin Last name of sampler or witnessed byDumlao
Title of samplerASR Laboratory sample identificationUnknown
The fabricator/manufacturer/facility namejob site Transportation Laboratory (TL) NumberC936502
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierCrash Wall Footing
Structure nameCrash Wall
Material Information
Material TypeConcrete The concrete mix design number4201a
The truck number from where the sample was collected1953 The batch plant ticket number from where the sample was collected426568
Concrete batch plant04 The fabricator/manufacturer designation for the sampleShamrock
A detailed description of where the material sample was collectedcrash wall footing along Bent 3 Column 1 Where the material sample would have been placed if not sampledCrash Wall
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-05-28-3
DIME Test ID: 2015-05-28-3-2
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: 2015-06-25
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 06/25/2015
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: 147976 lb
Maximum load on cylinder 2: 146747 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: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5251.1 psi
Compressive strength of cylinder 2: 5207.5 psi
Compressive strength (to nearest 10 psi):5230 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 06/25/2015