Summary for Test 2023-05-24-69-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214674
DEA: 120N7204
EFIS: 1214000093
DIST-CO-RTE-PM12-ORA-73-10.0/R28.0
Award Date09/16/2020
Closeout DateNot set
Work DescriptionIN ORANGE COUNTY IN LAGUNA NIGUEL, LAGUNA BEACH, NEWPORT BEACH, ALISO VIEJO, LAGUNA HILLS, IRVINE AND COSTA MESA FROM 0.3 MI SOUTH OF NB 73/SB 5 CONNECTOR TO 0.2 MILE NORTH OF NB 73/NB 405 CONNECTOR.
Location DescriptionUPGRADE SAFETY DEVICES, RELOCATE CONTROL CABINET, CCTV'S & ELECTROLIERS, REMOVE & REPLACE OH SIGN STRUCTURES
QA Service Level1 (Verified on 10/27/2020)

Sample Information

Sample Taken Date05/24/2023 Sample Unique Key69
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 testing05/24/2023
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylindes
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byJUSTIN Last name of sampler or witnessed byMOY
Title of sampler Telephone number of sampler
Laboratory sample identification23-0175 Linked DIME Sample ID
The fabricator/manufacturer/facility nameUnknown 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 numberSC590B38
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected1
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: 2023-05-24-69
DIME Test ID: 2023-05-24-69-1
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: 2023-06-22

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Dan Morris
Date of test: 06/20/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 126530 lb
Maximum load on cylinder 2: 118220 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength (to nearest 10 psi): 4300 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
23-0175pdf130.54 KB06/22/20232023-05-24-69-1   Info

Test was verified on 6/22/2023