Test 2018-05-30-4-1 (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 Date5/30/2018 Sample Unique Key4
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 testing6/1/2018
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
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 samplerARS Laboratory sample identification816-STSF
The fabricator/manufacturer/facility nameNational Ready Mix Concrete Company Transportation Laboratory (TL) Number816-SSF
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSR103 TEMPORARY BRIDGE STEMS AND SOFFITS
Structure nameSB SR103 STEMS AND SOFFITS
Material Information
Material TypeConcrete The concrete mix design numberS75099
The truck number from where the sample was collected335 The batch plant ticket number from where the sample was collected174883
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleMCM
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: 2018-05-30-4
DIME Test ID: 2018-05-30-4-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-07-01
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: 06/22/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 139850 lb
Maximum load on cylinder 2: 135340 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 23 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4946.9 psi
Compressive strength of cylinder 2: 4787.4 psi
Compressive strength (to nearest 10 psi):4870 psi
General comments (publicly viewable) (Max 1000 characters): 23 Day Testing Requested by Justin Akabogu

Test was verified on 06/28/2018