Summary for Test 2023-10-10-48-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 994443
DEA: 053307C4
EFIS: 0514000028
DIST-CO-RTE-PM05-SLO-41,46-44.5/45.3,54.0/57.8
Award Date02/27/2023
Closeout DateNot set
Work DescriptionWye Segment - Route 41/46 Separation
Location DescriptionNot set
QA Service Level1 (Verified on 12/16/2022)

Sample Information

Sample Taken Date10/10/2023 Sample Unique Key48
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 testing10/11/2023
Sample typeDepartment Acceptance A brief description of the sample4x8 Concrete Cylinders
The quantity of what the sample constitutesTrial Batch - 3F36L005 From where was the sample collectedFabricator
First name of sampler or witnessed byKyle Last name of sampler or witnessed byEngen
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHolliday Rock Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameTrial Batch-Structures

Material Information

Material TypeConcrete The concrete mix design number3F36L005
The truck number from where the sample was collected794 The batch plant ticket number from where the sample was collected20100590
Concrete batch plantHolliday Rock Company The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedMix Truck Where the material sample would have been placed if not sampledTrial Batch
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-10-10-48
DIME Test ID: 2023-10-10-48-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-10-16

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 10/13/2023
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: 34401 lb
Maximum load on cylinder 2: 34435 lb
Maximum load on cylinder 3: 35848 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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: 3 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 of cylinder 1: 2736.8 psi
Compressive strength of cylinder 2: 2739.5 psi
Compressive strength of cylinder 3: 2851.9 psi
Compressive strength (to nearest 10 psi): 2780 psi
General comments (publicly viewable) (Max 1000 characters): 3 Day break for Trial Batch

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
05-3307C4_CTM 521_KEE_231010_3F36L005_Trial Batch_3 Day_3x_1pdf84.19 KB10/16/20232023-10-10-48-1   Info

Test was verified on 10/16/2023