Summary for Test 2018-09-11-8-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 3825
DEA: 07138204
EFIS: 0700000142
DIST-CO-RTE-PM07-LA-47,103-3.5/4.6,0.0/1.1
Award Date06/30/2011
Closeout Date07/14/2022
Work DescriptionREPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
QA Service Level1 (Verified on 03/29/2012)

Sample Information

Sample Taken Date09/11/2018 Sample Unique Key8
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 testing09/10/2018
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes1 From where was the sample collectedJob Site
First name of sampler or witnessed byJ Last name of sampler or witnessed byAlabogu
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification09102018 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameMCM Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeConcrete Core Detail description6x12 concrete core
Structure namesexiting footing pier 27 Type of materialconcrete

Test Details

DIME Sample ID: 2018-09-11-8
DIME Test ID: 2018-09-11-8-1
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: 2018-09-19

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 09/12/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.54 in
Maximum load on cylinder 1: 177960 lb
Type of fracture pattern of cylinder 1: 4
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 1 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 24.11 in^2
Compressive strength of cylinder (to nearest 10 psi): 7380 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/12/2018