Test 2018-02-07-5-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 209384
DEA: 04264094
EFIS: 0400000735
COOP: 042531
Work DescriptionNot set
Location DescriptionNot set
Sample Information
Sample Taken Date2/7/2018 Sample Unique Key5
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing2/15/2018
Sample typeAcceptance A brief description of the sampleMinor Concrete
The quantity of what the sample constitutes2 Clinders From where was the sample collectedJob Site
First name of sampler or witnessed byBrian Last name of sampler or witnessed bySchweitzer
Title of samplerARE Laboratory sample identification806161
The fabricator/manufacturer/facility nameShamrock Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSan Antonio Creek Bridge
Material Information
Material TypeConcrete The concrete mix design number4704VC
The truck number from where the sample was collected4808 The batch plant ticket number from where the sample was collected650506
Concrete batch plantPetaluma The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedGrade Where the material sample would have been placed if not sampledVegetation Control Concrete
From Lot No.1 Bag Lot No.1
Test Details
DIME Sample ID: 2018-02-07-5
DIME Test ID: 2018-02-07-5-1
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: 2018-02-21
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 02/21/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 54571 lb
Maximum load on cylinder 2: 56415 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: 1
Age of specimen: 14 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 1910.7 psi
Compressive strength of cylinder 2: 1975.3 psi
Compressive strength (to nearest 10 psi):1940 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 02/21/2018