Test 2018-11-13-3-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 209384
DEA: 04264094
EFIS: 0400000735
COOP: 042531
DIST-CO-RTE-PM04-,SON--
Work DescriptionNot set
Location DescriptionNot set
Sample Information
Sample Taken Date11/13/2018 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 testing11/16/2018
Sample typeQuality Control A brief description of the sample6X12 cylinders
The quantity of what the sample constitutes163 Cy From where was the sample collectedSource
First name of sampler or witnessed byLha Last name of sampler or witnessed byKyi
Title of samplerASR Laboratory sample identification
The fabricator/manufacturer/facility nameShamrock Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierRetaining Wall3
Structure nameRetaining Wall
Material Information
Material TypeConcrete The concrete mix design number4201a
The truck number from where the sample was collected1430 The batch plant ticket number from where the sample was collected470906
Concrete batch plantPetaluma Shamrock The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedChute Where the material sample would have been placed if not sampledRetaining Wall
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2018-11-13-3
DIME Test ID: 2018-11-13-3-1
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: 2018-12-11
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 12/11/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 133054 lb
Maximum load on cylinder 2: 132618 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: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4675.1 psi
Compressive strength of cylinder 2: 4659.8 psi
Compressive strength (to nearest 10 psi):4670 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 12/11/2018