Summary for Test 2025-07-23-51-4

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214345
DEA: 120P94U4
EFIS: 1217000076
DIST-CO-RTE-PM12-ORA-133-3.2/R4.1
Award Date02/23/2021
Closeout DateNot set
Work DescriptionROADWAY WIDENING, RESTRIPING AND DRAINAGE WORK.
Location DescriptionORANGE COUNTY IN THE CITY OF LAGUNA BEACH FROM 0.2 MILE SOUTH OF EL TORO ROAD TO ROUTE 73/133 SEPARATION
QA Service Level1 (Verified on 12/10/2020)

Sample Information

Sample Taken Date07/23/2025 Sample Unique Key51
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 testing07/24/2025
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 byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification25-0267 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex / Irvine 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 number1634523
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedDischarge from concrete truck into wheelbarrow. Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-07-23-51
DIME Test ID: 2025-07-23-51-4
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: 2025-08-20

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Dan Morris
Date of test: 08/20/2025
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: 62220 lb
Maximum load on cylinder 2: 62020 lb
Maximum load on cylinder 3: 63660 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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 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: 4949.9 psi
Compressive strength of cylinder 2: 4934.0 psi
Compressive strength of cylinder 3: 5064.4 psi
Compressive strength (to nearest 10 psi): 4980 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
25-0267-28Dpdf139.57 KB08/20/20252025-07-23-51-4   Info

Test was verified on 8/20/2025