Test 2020-08-05-11-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 214733
DEA: 060R1104
EFIS: 0614000030
DIST-CO-RTE-PM06-FRE,KER-119,198-Var
Work DescriptionCULVERT REPLACEMENT.
Location DescriptionFRESNO AND KERN COUNTIES AT VARIOUS LOCATIONS.
Sample Information
Sample Taken Date8/5/2020 Sample Unique Key11
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 testing8/5/2020
Sample typeQuality Control A brief description of the sampleCONCRETE
The quantity of what the sample constitutes1 days production From where was the sample collectedFabricator
First name of sampler or witnessed byWilfredo Last name of sampler or witnessed byBucaneg
Title of samplerQC Technician Laboratory sample identification
The fabricator/manufacturer/facility nameForterra Pipe and Precast, Florin Rd Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numbermix 5
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected001
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedconveyor belt Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-08-05-11
DIME Test ID: 2020-08-05-11-1
Testing Lab: Forterra
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-08-10
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: 08/06/2020
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: 81280 lb
Maximum load on cylinder 2: 92595 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: 1 days
Age of specimen in hours: 24 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):3080 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/10/2020