Summary for Test 2019-05-24-8-3

Test performed: ASTM C39-10

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 Date05/24/2019 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 testing05/31/2019
Sample typeQuality Assurance 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 byLuis Last name of sampler or witnessed byVargas
Title of samplerASR Telephone number of sampler
Laboratory sample identification816-524B Linked DIME Sample ID
The fabricator/manufacturer/facility nameCATALINA PACIFIC Transportation Laboratory (TL) Number05242019B
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameCIDH PILE PIER 16A

Material Information

Material TypeConcrete The concrete mix design numberCIDH720ER6
The truck number from where the sample was collected3807 The batch plant ticket number from where the sample was collected1416831
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleMCM
A detailed description of where the material sample was collected351.5 CY Where the material sample would have been placed if not sampledCIDH PILE PIER 16A
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-05-24-8
DIME Test ID: 2019-05-24-8-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-07-08

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: EJ
Date of test: 07/05/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 239220 lb
Maximum load on cylinder 2: 243180 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
Correction factor for cylinder 2: 1
Age of specimen: 42 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 8432.1 psi
Compressive strength of cylinder 2: 8571.7 psi
Compressive strength (to nearest 10 psi):8500 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/8/2019