Summary for Test 2022-11-05-6-1

Test performed: CTM 521-June 2020
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only. Please click this link to view the corrected test.

Project Information

Project IdentifiersProject ID: 993154
DEA: 120R3404
EFIS: 1218000079
DIST-CO-RTE-PM12-ORA-73-12.9/R26.8
Award Date09/16/2021
Closeout Date09/28/2023
Work DescriptionREPLACE APPROACH SLABS, JOINT SEAL, AND APPLY METHACRYLATE ON BRIDGES.
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS FROM MOULTON PARKWAY UNDERCROSSING IN LAGUNA NIGUEL TO BRISTOL STREET UNDERCROSSING IN COSTA MESA
QA Service Level1 (Verified on 08/02/2021)

Sample Information

Sample Taken Date11/05/2022 Sample Unique Key6
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 testing11/05/2022
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6 concrete cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byDavid Last name of sampler or witnessed bySaretsky
Title of sampler Telephone number of sampler
Laboratory sample identification22-0413 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShortload Mobile Mixers 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 numberCTS-72-EHI
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 collectedMIX TRUCK Where the material sample would have been placed if not sampledApproach Slab Loc 7
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-11-05-6
DIME Test ID: 2022-11-05-6-1
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: 2022-11-14

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: 11/01/2022
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 131710 lb
Maximum load on cylinder 2: 140910 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 3 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.17 in^2
Cross sectional area of cylinder 2: 28.17 in^2
Compressive strength (to nearest 10 psi): 4840 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
22-0413pdf78.37 KB11/14/20222022-11-05-6-1   Info

Test was verified on 11/14/2022

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.