Summary for Test 2019-04-25-7-2

Test performed: ASTM C109-16a

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 Date04/25/2019 Sample Unique Key7
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 testing05/03/2019
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 Telephone number of sampler
Laboratory sample identification816-329 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMCM Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameCIDH Pile Pier 14A

Material Information

Material TypeCementitious BrandCPC
MillUnknown Type of Cementitious MaterialType II/V Cement

Test Details

DIME Sample ID: 2019-04-25-7
DIME Test ID: 2019-04-25-7-2
Testing Lab: CT D08 - Fontana 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: 2019-05-30

Test Results


Will control cubes be used per ASTM C311?: no
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 05/23/2019
Age of specimen: 28 days
The amount of flow : no data
The amount of water used : 45.0 %
Compressive strength of 1st specimen : 5580 psi
Compressive strength of 2nd specimen: 5650 psi
Compressive strength of 3rd specimen : 5560 psi
Average Compressive strength (to nearest 10 psi): 5600 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/23/2019