Summary for Test 2020-09-21-45-1

Test performed: ASTM C39-18

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 Date09/21/2020 Sample Unique Key45
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 testing09/22/2020
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes7 CY From where was the sample collectedFabricator
First name of sampler or witnessed byESTUARDO Last name of sampler or witnessed byRAMIREZ
Title of samplerQC MANAGER Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
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 V2a
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected107345
Concrete batch plant The fabricator/manufacturer designation for the sample20-020 9/21/2020
A detailed description of where the material sample was collectedconcrete sample from wheelb barrow Where the material sample would have been placed if not sampledPier Cap
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2020-09-21-45
DIME Test ID: 2020-09-21-45-1
Testing Lab: Kie-Con, Inc. - Antioch
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-10-22

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: 10/19/2020
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: 278800 lb
Maximum load on cylinder 2: 289070 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: 0 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):10050 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/22/2020