Summary for Test 2022-02-14-34-2

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Award Date04/21/2020
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date02/14/2022 Sample Unique Key34
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 testing02/14/2022
Sample typeQuality Control A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes3 From where was the sample collectedManufacturer
First name of sampler or witnessed byGreg Last name of sampler or witnessed byLask
Title of samplerQCM Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKIECON 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 numberK4200CP1A
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected113558
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSkyway Bed Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-02-14-34
DIME Test ID: 2022-02-14-34-2
Testing Lab: Kie-Con, Inc. - Antioch
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-02-25

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: David Stasi
Date of test: 02/21/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 111621 lb
Maximum load on cylinder 2: 113004 lb
Maximum load on cylinder 3: 110238 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 6 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1:12.57 in^2
Cross sectional area of cylinder 2:12.57 in^2
Cross sectional area of cylinder 3:12.57 in^2
Compressive strength (to nearest 10 psi):8880 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/25/2022