Summary for Test 2023-08-14-83-2

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 Date07/03/2024
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 Date08/14/2023 Sample Unique Key83
Date that the sample was received by the laboratory/organization performing the testing08/15/2023 Sample typeQuality Assurance
A brief description of the sample6x12 concrete cylinders The quantity of what the sample constitutes4
From where was the sample collectedJob Site First name of sampler or witnessed byDavid
Last name of sampler or witnessed byNguyen Title of sampler
Telephone number of sampler9492798470 Laboratory sample identification23-0250
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
Bid ItemNot set

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 collected7885768
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: 2023-08-14-83
DIME Test ID: 2023-08-14-83-2
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: 2023-09-19

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: 09/11/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 135050 lb
Maximum load on cylinder 2: 137400 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.08 in^2
Cross sectional area of cylinder 2: 28.17 in^2
Compressive strength (to nearest 10 psi): 4850 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
23-0250pdf136.68 KB09/19/20232023-08-14-83-2   Info

Test was verified on 9/19/2023 ✔