Test 2019-09-23-12-2 (ASTM C39-10) 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 Date9/23/2019 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 testing9/27/2019
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 bytayo Last name of sampler or witnessed byOGEYEMI
Title of samplerASR Laboratory sample identification816-923B
The fabricator/manufacturer/facility nameNATIONAL Transportation Laboratory (TL) Number923B
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameStem and Soffit bent 16 and 17 bents17 cap
Material Information
Material TypeConcrete The concrete mix design numberS75099
The truck number from where the sample was collected20033 The batch plant ticket number from where the sample was collected251765
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 sampledStem and Soffit bent 16 and 17 bents17 cap
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-09-23-12
DIME Test ID: 2019-09-23-12-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-11-21
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: 11/04/2019
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: 161090 lb
Maximum load on cylinder 2: 188540 lb
Type of fracture pattern of cylinder 1: 2
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: 1
Age of specimen: 42 days
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: 5698.3 psi
Compressive strength of cylinder 2: 6669.3 psi
Compressive strength (to nearest 10 psi):6180 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/21/2019