Summary for Test 2017-06-19-12-1

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 DateNot set
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 Date06/19/2017 Sample Unique Key12
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 testing06/26/2017
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 byERIC Last name of sampler or witnessed byOJIYI
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification816-19DC Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNATIONAL READY MIX Transportation Laboratory (TL) Number6192017SR103DECK C
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSCHUYLER HEIM BRIDGE
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberS75133
The truck number from where the sample was collected445 The batch plant ticket number from where the sample was collected200152
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.SR 103 STEM AND SOFFUTS

Test Details

DIME Sample ID: 2017-06-19-12
DIME Test ID: 2017-06-19-12-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-07-31

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: 07/31/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 162530 lb
Maximum load on cylinder 2: 157590 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: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5710.8 psi
Compressive strength of cylinder 2: 5554.8 psi
Compressive strength (to nearest 10 psi):5630 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/31/2017