Test 2020-11-24-8-1 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 214873
DEA: 010F3104
EFIS: 0115000108
DIST-CO-RTE-PM01-DN-101-39.8
Work DescriptionREMOVE REINFORCED CONCRETE BOX CULVERT AND CONSTRUCT BRIDGE.
Location DescriptionDEL NORTE COUNTY NEAR SMITH RIVER AT DOMINIE CREEK
Sample Information
Sample Taken Date11/24/2020 Sample Unique Key8
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 testing11/25/2020
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes35.3 CY From where was the sample collectedFabricator
First name of sampler or witnessed byStephen Last name of sampler or witnessed byHaynes
Title of samplerQC Inspector Technician Laboratory sample identification
The fabricator/manufacturer/facility nameKIE-CON, INC 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 numberK6080-603 V1
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected108558
Concrete batch plant The fabricator/manufacturer designation for the sample20-060 11/24/2020
A detailed description of where the material sample was collectedConcrete sample from wheelbarrow Where the material sample would have been placed if not sampledbox girder
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-11-24-8
DIME Test ID: 2020-11-24-8-1
Testing Lab: Kie-Con, Inc.
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-03-15
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Stephen Haynes
Date of test: 11/25/2020
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617/CTM521
Maximum load on cylinder 1: 126660 lb
Maximum load on cylinder 2: 131670 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: 1 days
Age of specimen in hours: 18 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):4570 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/15/2021