Summary for Test 2016-07-07-3-1

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 Date07/07/2016 Sample Unique Key3
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 testing07/11/2016
Sample typeQuality Assurance A brief description of the sample6x12
The quantity of what the sample constitutes4 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 identification816-09C Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNATIONAL READY MIX Transportation Laboratory (TL) Number194209C
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSTAGE 3 FRAME 1 STEM AND SOFFIT SPANS 3 4 5
Structure nameSCHYULER HEIM BRIDGE

Material Information

Material TypeConcrete The concrete mix design numberS75099R1
The truck number from where the sample was collected429 The batch plant ticket number from where the sample was collected183353
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 sampledSTAGE 3 FRAME 1 STEM AND SOFFIT SPANS 3 4 5
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-07-07-3
DIME Test ID: 2016-07-07-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-08-04

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Mendez
Date of test: 08/04/2016
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: 139770 lb
Maximum load on cylinder 2: 132330 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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4926.7 psi
Compressive strength of cylinder 2: 4664.4 psi
Compressive strength (to nearest 10 psi):4800 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/4/2016