Summary for Test 2024-05-17-56-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214698
DEA: 120N8904
EFIS: 1214000130
DIST-CO-RTE-PM12-ORA-133-8.3/M9.3
Award Date11/09/2023
Closeout DateNot set
Work DescriptionCONSTRUCT AUXILIARY LANE.
Location DescriptionORANGE COUNTY IN IRVINE FROM ROUTE 133/405 SEPARATION TO IRVINE CENTER DRIVE OVERCROSSING
QA Service Level1 (Verified on 02/22/2021)

Sample Information

Sample Taken Date05/17/2024 Sample Unique Key56
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 testing05/24/2024
Sample typeQuality Assurance A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byACI Last name of sampler or witnessed byACI
Title of sampler Telephone number of sampler3236202764
Laboratory sample identification24-0243 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNational / Irvine 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 numberS72C447T14
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected004178
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 sampledStructural
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-05-17-56
DIME Test ID: 2024-05-17-56-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-05-27

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Dan Morris
Date of test: 05/24/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 54730 lb
Maximum load on cylinder 2: 51300 lb
Maximum load on cylinder 3: 49470 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.59 in^2
Cross sectional area of cylinder 2: 12.62 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 4100 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
24-0243pdf138.01 KB05/27/20242024-05-17-56-1   Info

Test was verified on 5/27/2024