Summary for Test 2018-03-01-2-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Award Date09/02/2011
Closeout DateNot set
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
QA Service Level1 (Verified on 06/03/2013)

Sample Information

Sample Taken Date03/01/2018 Sample Unique Key2
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 testing03/05/2018
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byGary Last name of sampler or witnessed byMacomb
Title of samplerASSOC STEEL INSP Telephone number of samplerUnknown
Laboratory sample identification866-418A Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameA and A Transportation Laboratory (TL) NumberL10-24-18A
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberSFI-LWSBS5
The truck number from where the sample was collected434 The batch plant ticket number from where the sample was collected424504
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedchute Where the material sample would have been placed if not sampledPanel C3 3C 090 and all 202
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-03-01-2
DIME Test ID: 2018-03-01-2-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-05-03

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 04/26/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 196280 lb
Maximum load on cylinder 2: 193820 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 56 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 6943.0 psi
Compressive strength of cylinder 2: 6856.0 psi
Compressive strength (to nearest 10 psi):6900 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/26/2018