Test 2018-04-11-9-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 212351
DEA: 040P1304
EFIS: 0417000402
Work DescriptionConstruct Soldier Pile Wall with Tiebacks
Location DescriptionRoute 1 PM 11.5
Sample Information
Sample Taken Date4/11/2018 Sample Unique Key9
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 testing6/5/2018
Sample typeAcceptance A brief description of the sample6 X 12 Concrete Cylinder
The quantity of what the sample constitutes24 CY From where was the sample collectedJob Site
First name of sampler or witnessed byNana Last name of sampler or witnessed byBudu
Title of samplerAssistant Structure Representative Laboratory sample identification
The fabricator/manufacturer/facility nameShamrock Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierSoldier Pile 16
Structure nameRetaining Wall 2
Material Information
Material TypeConcrete The concrete mix design number4700
The truck number from where the sample was collected1436 The batch plant ticket number from where the sample was collected164549
Concrete batch plantShamrock San Rafael The fabricator/manufacturer designation for the sampleShamrock Materials
A detailed description of where the material sample was collectedBack of Truck Where the material sample would have been placed if not sampledPile
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2018-04-11-9
DIME Test ID: 2018-04-11-9-1
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: 2018-06-07
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 06/07/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 184763 lb
Maximum load on cylinder 2: 194378 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: 57 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 6492.0 psi
Compressive strength of cylinder 2: 6851.5 psi
Compressive strength (to nearest 10 psi):6670 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 06/07/2018