Summary for Test 2022-09-15-89-2

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214663
DEA: 081F7304
EFIS: 0815000034
Award DateNot set
Closeout DateNot set
QA Service Level1 (Verified on 02/24/2021)

Sample Information

Sample Taken Date09/15/2022 Sample Unique Key89
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 testing09/16/2022
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byRonald Last name of sampler or witnessed byHernandez
Title of samplerQC Field Technician Telephone number of samplerUnknown
Laboratory sample identificationSet 2 Linked DIME Sample ID2022-09-15-87
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 number1610836
The truck number from where the sample was collectedLoad 2 The batch plant ticket number from where the sample was collected0
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleSet 2
A detailed description of where the material sample was collectedMix 1610836, Truck no. 8581, RTE 215 Washington St SB Bridge Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2022-09-15-89
DIME Test ID: 2022-09-15-89-2
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: 2022-11-30

Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Paul Salazar
Date of test: 10/13/2022
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: 160740 lb
Maximum load on cylinder 2: 164120 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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: 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): 5750 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/30/2022