Summary for Test 2024-03-06-36-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 993446
DEA: 120J34U4
EFIS: 1218000034
DIST-CO-RTE-PM12-ORA-55,55-29.6,R6.4/10.3
Award Date05/27/2022
Closeout DateNot set
Work DescriptionCONSTR BRIDGES, RW, SW, JPCP, HMA PVMT, DRAINAGE AND ELECT SYSTEMS.
Location DescriptionORANGE COUNTY IN IRVINE, SANTA ANA, AND TUSTIN ON ROUTE 5 AT NEWPORT AVENUE UNDERCROSSING AND ON ROUTE 55 FROM 0.4 MILE NORTH OF ROUTE 55/405 SEPARATION TO 0.1 MILE SOUTH OF ROUTE 5/55 SEPARATION
QA Service Level1 (Verified on 06/24/2022)

Sample Information

Sample Taken Date03/06/2024 Sample Unique Key36
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 testing03/07/2024
Sample typeQuality Control 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 byGlenn Last name of sampler or witnessed byMcCall
Title of samplerQC Field Technician Telephone number of sampler
Laboratory sample identificationMix S85E840T11, Set 1 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNational Ready Mix Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberS85E840T11
The truck number from where the sample was collectedLoad 1 Truck 1 The batch plant ticket number from where the sample was collected0
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleSet 1
A detailed description of where the material sample was collectedPile 12 Truck 1 Where the material sample would have been placed if not sampledUnknown
From Lot No.1 Bag Lot No.1

Test Details

DIME Sample ID: 2024-03-06-36
DIME Test ID: 2024-03-06-36-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-05-17

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Travis Van-Y
Date of test: 04/03/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 198331 lb
Maximum load on cylinder 2: 203782 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: 1.00
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 7110 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/17/2024