Test 2019-06-04-12-2 (ASTM C109-16a) 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 Date6/4/2019 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 testing6/14/2019
Sample typeQuality Assurance A brief description of the sample2" Grout Cubes
The quantity of what the sample constitutes6 cubes From where was the sample collectedJob Site
First name of sampler or witnessed byMatt Last name of sampler or witnessed byBruce
Title of samplerASR Laboratory sample identification816-0604
The fabricator/manufacturer/facility nameMCM Transportation Laboratory (TL) Number06042019A
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameCIDH Pile Pier 15A
Material Information
Material TypeCementitious BrandCPC
MillUnknown Type of Cementitious MaterialType II/V Cement
Test Details
DIME Sample ID: 2019-06-04-12
DIME Test ID: 2019-06-04-12-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Test Release Date: 2019-07-08
Test Results

Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/02/2019
Age of specimen: 28 days
The amount of flow : no data
The amount of water used : 0.0 %
Compressive strength of 1st specimen : 5950 psi
Compressive strength of 2nd specimen: 5850 psi
Compressive strength of 3rd specimen : 5540 psi
Average Compressive strength (to nearest 10 psi): 5780 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/08/2019