Summary for Test 2023-10-03-51-2

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 994497
DEA: 120T5404
EFIS: 1222000062
MINOR: 12A2038
DIST-CO-RTE-PM12-ORA-22,57-L9.7/11
Award Date01/10/2023
Closeout DateNot set
Work DescriptionREPLACE EXISTING SIGN STRUCTURE, INSTALL CHEVRON SIGNS, REFRESH STRIPING
Location DescriptionORANGE COUNTY ON 22 AND 57
QA Service Level1 (Verified on 05/09/2023)

Sample Information

Sample Taken Date10/03/2023 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 testing10/04/2023
Sample typeQuality Assurance A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes3 From where was the sample collectedJob Site
First name of sampler or witnessed byKenny Last name of sampler or witnessed byDo
Title of sampler Telephone number of sampler9498727223
Laboratory sample identification23-0294 Linked DIME Sample ID
The fabricator/manufacturer/facility nameROBERTSONS - ANAHEIM 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 numberSC590B33
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected8094852
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 sampled57 North 22 West Connector Beginning Of 22 West On Lavita Ave Exit
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-10-03-51
DIME Test ID: 2023-10-03-51-2
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: 2023-11-01

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: 10/17/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 37120 lb
Maximum load on cylinder 2: 37900 lb
Maximum load on cylinder 3: 36320 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.62 in^2
Cross sectional area of cylinder 2: 12.62 in^2
Cross sectional area of cylinder 3: 12.62 in^2
Compressive strength (to nearest 10 psi): 2940 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
23-0294pdf140.23 KB11/01/20232023-10-03-51-2   Info

Test was verified on 11/1/2023