Summary for Test 2021-08-06-34-2

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 214663
DEA: 081F7304
EFIS: 0815000034
DIST-CO-RTE-PM08-SBD-215-2.7
Award Date03/04/2021
Closeout Date06/03/2025
Work DescriptionREPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA.
Location DescriptionSAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING
QA Service Level1 (Verified on 02/24/2021)

Sample Information

Sample Taken Date08/06/2021 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing08/07/2021 Sample typeQuality Control
A brief description of the sample6 x 12 Concrete Cylinders The quantity of what the sample constitutes4 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
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
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberCTP70-V81
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected111547
Concrete batch plant The fabricator/manufacturer designation for the sampleL5N 8/6/2021
A detailed description of where the material sample was collectedConcrete sample from wheelbarrow Where the material sample would have been placed if not sampledPiling
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-08-06-34
DIME Test ID: 2021-08-06-34-2
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-09-13

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Stephen Haynes
Date of test: 08/13/2021
Average diameter of cylinder 1: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 191030 lb
Type of fracture pattern of cylinder 1: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi): 6760 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/13/2021 ✔