Test 2021-07-08-29-1 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Sample Information
Sample Taken Date7/8/2021 Sample Unique Key29
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 testing7/9/2021
Sample typeQuality Control A brief description of the sample6 X 12 Concrete Cylinder
The quantity of what the sample constitutes7 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 numberK4200 CP1A
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected110992
Concrete batch plant The fabricator/manufacturer designation for the sample20-020B 7/8/2021
A detailed description of where the material sample was collectedConcrete sample from wheelbarrow Where the material sample would have been placed if not sampledAbutment Cap
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-07-08-29
DIME Test ID: 2021-07-08-29-1
Testing Lab: Kie-Con, Inc.
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-07-19
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: 07/09/2021
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 127100 lb
Maximum load on cylinder 2: 121730 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: 22 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):4400 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/19/2021