Test 2020-06-20-1-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 214756
DEA: 050N7AU4
EFIS: 0520000030
Work DescriptionSegment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP.
Sample Information
Sample Taken Date6/20/2020 Sample Unique Key1
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 testing6/22/2020
Sample typeQuality Control A brief description of the sample6x12 cylinder
The quantity of what the sample constitutes1 days production From where was the sample collectedManufacturer
First name of sampler or witnessed byJoe Last name of sampler or witnessed byBuckley
Title of samplerQC Manager Laboratory sample identification6-20 Box
The fabricator/manufacturer/facility nameForterra Pipe and Precast, Florin Rd Transportation Laboratory (TL) Numberna
Inspector Lot Number from the Transportation Laboratory (TL) Formna Structure unique identifier36-0000
Structure nameHWY 101 4A Carpinteria Project
Material Information
Material TypeConcrete The concrete mix design number5H
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collected2
Concrete batch plantForterra Florin Rd The fabricator/manufacturer designation for the sampleBatch
A detailed description of where the material sample was collectedconveyor belt Where the material sample would have been placed if not sampledRCBC
From Lot No.NA Bag Lot No.NA
Test Details
DIME Sample ID: 2020-06-20-1
DIME Test ID: 2020-06-20-1-2
Testing Lab: Forterra
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-06-27
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Joe Buckley
Date of test: 06/27/2020
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 165905 lb
Maximum load on cylinder 2: 165185 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 7 days
Age of specimen in hours: 168 hours
Cross sectional area of cylinder 1:28.27 in^2
Cross sectional area of cylinder 2:28.27 in^2
Compressive strength (to nearest 10 psi):5810 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/27/2020