Summary for Test 2025-02-24-1-4

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level (Verified on 04/05/2013)

Sample Information

Sample Taken Date02/24/2025 Sample Unique Key1
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 testing02/24/2025
Sample typeQuality Assurance A brief description of the sampleConcrete Test Samples
The quantity of what the sample constitutes250 cy From where was the sample collectedJob Site
First name of sampler or witnessed byJohn Last name of sampler or witnessed byDoe
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex 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 number12345
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedCEMEX Sacramento
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete from wheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-02-24-1
DIME Test ID: 2025-02-24-1-4
Testing Lab: CT HQ - Sacramento Materials Management Branch Field Office
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-03-18

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Alexis Corona
Date of test: 03/18/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.07 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 7.44 in
Maximum load on cylinder 1: 900 lb
Maximum load on cylinder 2: 400 lb
Maximum load on cylinder 3: 500 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.78
Correction factor for cylinder 2: 1.58
Correction factor for cylinder 3: 4.78
Age of specimen: 22 days
Age of specimen in hours: 5 hours
Cross sectional area of cylinder 1: 13.01 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 43.47 in^2
Compressive strength of cylinder 1: 123.1 psi
Compressive strength of cylinder 2: 49.5 psi
Compressive strength of cylinder 3: 55.0 psi
Compressive strength (to nearest 10 psi): 80 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/18/2025