Summary for Test 2024-09-13-74-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 995170
DEA: 120R7304
EFIS: 1219000029
DIST-CO-RTE-PM12-ORA-91-R0.8/R1.8
Award Date03/24/2023
Closeout Date06/08/2026
Work DescriptionConstruct overhead sign structure. Replace existing sign panels.
Location DescriptionSTATE HIGHWAY IN ORANGE COUNTY IN LA PALMA AND BUENA PARK AT VARIOUS LOCATIONS FROM VALLEY VIEW STREET OVERCROSSING TO 0.1 MILE WEST OF KNOTT AVENUE UNDERCROSSING.
QA Service Level1 (Verified on 09/21/2023)

Sample Information

Sample Taken Date09/13/2024 Sample Unique Key74
Date that the sample was received by the laboratory/organization performing the testing09/18/2024 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 byUnknown
Last name of sampler or witnessed byUnknown Title of sampler
Telephone number of sampler Laboratory sample identification24-0385
Linked DIME Sample ID The fabricator/manufacturer/facility nameAssociated/ Los Angeles
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 number57247WH
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected7212868
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 sampledCIDH Pile @ 275+75
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-09-13-74
DIME Test ID: 2024-09-13-74-1
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: 2024-10-25

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: 10/25/2024
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: 3.98 in
Maximum load on cylinder 1: 64810 lb
Maximum load on cylinder 2: 67600 lb
Maximum load on cylinder 3: 60620 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: 42 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: 12.44 in^2
Compressive strength of cylinder 1: 5155.9 psi
Compressive strength of cylinder 2: 5377.9 psi
Compressive strength of cylinder 3: 4873.0 psi
Compressive strength (to nearest 10 psi): 5140 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
24-0385pdf137.85 KB10/25/20242024-09-13-74-1   Info

Test was verified on 10/25/2024 ✔