Summary for Test 2021-08-12-51-5

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 215063
DEA: 032F5704
EFIS: 0300020615
DIST-CO-RTE-PM03-PLA-80-46.3/63.5
Award Date11/02/2020
Closeout DateNot set
Work DescriptionReplace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location DescriptionNot set
QA Service Level1 (Verified on 11/16/2020)

Sample Information

Sample Taken Date08/12/2021 Sample Unique Key51
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 testing08/13/2021
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes25 CY From where was the sample collectedFabricator
First name of sampler or witnessed byStephen Last name of sampler or witnessed byHaynes
Title of sampler Telephone number of sampler9253317125
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 numberK5670-100 CPA R4
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected111636
Concrete batch plant The fabricator/manufacturer designation for the sample20-111C 8/12/2021
A detailed description of where the material sample was collectedConcrete sample from wheelbarrow Where the material sample would have been placed if not sampledVoided Slab
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-08-12-51
DIME Test ID: 2021-08-12-51-5
Testing Lab: Kie-Con, Inc. - Antioch
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-10-20

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: 09/09/2021
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: 241530 lb
Maximum load on cylinder 2: 235630 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):8440 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/20/2021