Summary for Test 2016-10-26-9-1

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 Date10/26/2016 Sample Unique Key9
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 testing11/07/2016
Sample typeQuality Control A brief description of the sample6X12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byJUSTIN Last name of sampler or witnessed byA
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification816-93 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCATALINA PACIFIC Transportation Laboratory (TL) Number193093
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSCHUYLER HEIM BRIDGE
Structure nameCIDH 22B

Material Information

Material TypeConcrete The concrete mix design numberCIDH720ER6
The truck number from where the sample was collected4491 The batch plant ticket number from where the sample was collected913945
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedNP Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-10-26-9
DIME Test ID: 2016-10-26-9-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-11-23

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: 11/23/2016
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: 243020 lb
Maximum load on cylinder 2: 238490 lb
Type of fracture pattern of cylinder 1: 3
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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
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: 8566.1 psi
Compressive strength of cylinder 2: 8406.4 psi
Compressive strength (to nearest 10 psi):8490 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/23/2016