Test 2020-06-12-25-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 213958
DEA: 010F9604
EFIS: 0116000109
DIST-CO-RTE-PM01-HUM-101-124.5
Work DescriptionLITTLE LOST MAN FISH PASSAGE
Location DescriptionHUMBOLDT COUNTY NEAR ORICK 0.2 MILE SOUTH OF LOST MAN CREEK BRIDGE
Sample Information
Sample Taken Date6/12/2020 Sample Unique Key25
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 testing6/13/2020
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes18 CY From where was the sample collectedFabricator
First name of sampler or witnessed byESTUARDO Last name of sampler or witnessed byRAMIREZ
Title of sampler 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 nameVOIDED SLAB
Material Information
Material TypeConcrete The concrete mix design numberK6100
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected105224
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedWHEEL BARROW Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-06-12-25
DIME Test ID: 2020-06-12-25-1
Testing Lab: Kie-Con, Inc.
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-07-24
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: ESTUARDO RAMIREZ
Date of test: 07/10/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 251320 lb
Maximum load on cylinder 2: 256690 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
Age of specimen in hours: no data
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):8985 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/24/2020