Test 2016-06-22-8-1 (ASTM C39-17a) Summary

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
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
Sample Information
Sample Taken Date6/22/2016 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 testing6/27/2016
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 byAKABOGU
Title of samplerASR Laboratory sample identification816-58
The fabricator/manufacturer/facility nameCATALINA PACIFIC Transportation Laboratory (TL) Number193068
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSCHUYLER HEIM BRIDGE
Structure nameCIDH 10A
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 collected850212
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 sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-06-22-8
DIME Test ID: 2016-06-22-8-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-07-21
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matthew Clayton
Date of test: 07/20/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 193510 lb
Maximum load on cylinder 2: 199820 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 1
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 1:28.56 in^2
Cross sectional area of cylinder 2:28.56 in^2
Compressive strength (to nearest 10 psi):6890 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/21/2016