Summary for Test 2023-04-03-53-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 208973
DEA: 120H1004
EFIS: 1200000180
COOP: 120670
DIST-CO-RTE-PM12-ORA-405,73,405,605-9.3/24.3
Award Date11/07/2016
Closeout DateNot set
Work Description(Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP.
Location DescriptionOrange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2
QA Service Level1 (Verified on 09/10/2015)

Sample Information

Sample Taken Date04/03/2023 Sample Unique Key53
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 testing04/04/2023
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byJohnny Last name of sampler or witnessed byDo
Title of sampler Telephone number of sampler7143066148
Laboratory sample identification23-0131 Linked DIME Sample ID
The fabricator/manufacturer/facility nameA & A Gardena 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 numberOR572SRP3F
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected7154521
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 sampledSpringdale Deck Sect 2
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-04-03-53
DIME Test ID: 2023-04-03-53-1
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: 2023-05-01

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: 04/13/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 130650 lb
Maximum load on cylinder 2: 144740 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: 10 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.17 in^2
Cross sectional area of cylinder 2: 28.08 in^2
Compressive strength (to nearest 10 psi): 4890 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/1/2023