Summary for Test 2023-01-26-50-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/26/2021
Closeout Date08/31/2026
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date01/26/2023 Sample Unique Key50
Date that the sample was received by the laboratory/organization performing the testing01/27/2023 Sample typeQuality Assurance
A brief description of the sampleStem and Soffit The quantity of what the sample constitutes300 cy
From where was the sample collectedJob Site First name of sampler or witnessed byAngelica
Last name of sampler or witnessed byZarate Title of samplerInspector
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameUnknown
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier46-0279 Structure name
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number85Q41SIP
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected116464
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedDischard fron concrete truck into wheelbarrow. Where the material sample would have been placed if not sampledStem and Soffit J ST Bridge
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-01-26-50
DIME Test ID: 2023-01-26-50-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-02-02

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 01/31/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Maximum load on cylinder 1: 59320 lb
Type of fracture pattern of cylinder 1: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 5 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Compressive strength of cylinder (to nearest 10 psi): 4700 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/2/2023 ✔