Test 2017-12-16-3-1 (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 Date12/16/2017 Sample Unique Key3
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 testing1/4/2018
Sample typeAcceptance A brief description of the sample6 X 12 Concrete Cylinder
The quantity of what the sample constitutes27 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 identifierUpper Waler
Structure nameRetaining Wall 1
Material Information
Material TypeConcrete The concrete mix design number3172GG
The truck number from where the sample was collected1951 The batch plant ticket number from where the sample was collected458838
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 sampledConcrete Waler
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2017-12-16-3
DIME Test ID: 2017-12-16-3-1
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: 2018-01-16
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: 01/16/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 141908 lb
Maximum load on cylinder 2: 147311 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: 31 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5002.0 psi
Compressive strength of cylinder 2: 5227.5 psi
Compressive strength (to nearest 10 psi):5110 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 01/16/2018