Summary for Test 2022-02-04-36-2

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/23/2021
Closeout DateNot set
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date02/04/2022 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 testing02/05/2022
Sample typeQuality Control A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes7 From where was the sample collectedJob Site
First name of sampler or witnessed byBrian Last name of sampler or witnessed byLovett
Title of samplerQC Field Technician Telephone number of samplerUnknown
Laboratory sample identificationSet 1 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier00-0000
Structure name

Material Information

Material TypeConcrete The concrete mix design number85Q41S1P
The truck number from where the sample was collectedLoad 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 collectedBNT 3 Left Column Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2022-02-04-36
DIME Test ID: 2022-02-04-36-2
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: 2023-01-12

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: David Silva
Date of test: 03/04/2022
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: 4.00 in
Maximum load on cylinder 1: 83190 lb
Maximum load on cylinder 2: 87420 lb
Maximum load on cylinder 3: 85450 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 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: 12.57 in^2
Compressive strength (to nearest 10 psi): 6790 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/12/2023