Test 2016-05-16-1-4 (ASTM C109-11) Summary

Project Information
Project IdentifiersProject ID: 7285
DEA: 040120T4
EFIS: 0400000027
DIST-CO-RTE-PM04-SF-80-12.6/13.9
Work DescriptionCONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES
Location DescriptionTHE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL
Sample Information
Sample Taken Date5/16/2016 Sample Unique Key1
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 testing5/13/2016
Sample typeVerification A brief description of the sampleGrout Material
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byCarlos Last name of sampler or witnessed byTongson
Title of samplerTED Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameQuickcrete Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeCementitious BrandQuickcrete
MillUnknown Type of Cementitious MaterialType III Cement
Test Details
DIME Sample ID: 2016-05-16-1
DIME Test ID: 2016-05-16-1-4
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: 2016-06-14
Test Results

Will control cubes be used per ASTM C311?:
Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 06/14/2016
Age of specimen: 28 days
The amount of flow (In percent): 0 %
The amount of water used (In percent): 100 %
Maximum load of 1st specimen (lb): 37737 lb
Maximum load of 2nd specimen (lb): 44000 lb
Maximum load of 3rd specimen (lb): 44078 lb
Compressive strength of 1st specimen (psi): 9434 psi
Compressive strength of 2nd specimen (psi): 11000 psi
Compressive strength of 3rd specimen (psi): 11020 psi
Average Compressive strength (to nearest 10 psi): 10480 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/14/2016