Test 2016-06-04-2-1 (ASTM C109-11) Summary

Project Information
Project IdentifiersProject ID: 210864
DEA: 041SS034
EFIS: 0400020869
DIST-CO-RTE-PM04-ALA-580-R4.9/R5.6
Work DescriptionCONSTRUCT SOLDIER PILE WALL, AND RECONSTRUCTION OF LANES & SOULDERS
Location DescriptionIN ALAMEDA COUNTY, ON WESTBOUND OF ROUTE 580. AT PM 5.0
Sample Information
Sample Taken Date6/4/2016 Sample Unique Key2
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 testing6/10/2016
Sample typeVerification A brief description of the sample2x2 cubes
The quantity of what the sample constitutes3 cubes From where was the sample collectedJob Site
First name of sampler or witnessed bySandhu Last name of sampler or witnessed bykharakbir
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number155542
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeCementitious Brandquikrete
Millunknown Type of Cementitious MaterialType II/V Cement
Test Details
DIME Sample ID: 2016-06-04-2
DIME Test ID: 2016-06-04-2-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Test Release Date: 2016-07-11
Test Results

Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 07/05/2016
Age of specimen: 31 days
The amount of flow (In percent): 1 %
The amount of water used (In percent): 100 %
Maximum load of 1st specimen (lb): 17252 lb
Maximum load of 2nd specimen (lb): 16287 lb
Maximum load of 3rd specimen (lb): 17835 lb
Cross sectional area loaded of 1st specimen (sq. inch): 4 in^2
Cross sectional area loaded of 2nd specimen (sq. inch): 4 in^2
Cross sectional area loaded of 3rd specimen (sq. inch): 4 in^2
Compressive strength of 1st specimen (psi): 4313 psi
Compressive strength of 2nd specimen (psi): 4071.75 psi
Compressive strength of 3rd specimen (psi): 4458.75 psi
Average Compressive strength (to nearest 10 psi): 4281 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/11/2016