Summary for Test 2016-05-16-1-3

Test performed: ASTM C109-11

Project Information

Project IdentifiersProject ID: 7285
DEA: 040120T4
EFIS: 0400000027
DIST-CO-RTE-PM04-SF-80-12.6/13.9
Award Date11/27/2012
Closeout DateNot set
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
QA Service Level1 (Verified on 10/29/2012)

Sample Information

Sample Taken Date05/16/2016 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 testing05/13/2016
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 Telephone number of sampler9252506150
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
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: 2016-05-16-1-3
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: 2016-05-24

Test Results


Will control cubes be used per ASTM C311?:
Input Type: Calculated
Tester's full name: Larry McCrum
Date of test: 05/24/2016
Age of specimen: 7 days
The amount of flow (In percent): 0 %
The amount of water used (In percent): 0 %
Maximum load of 1st specimen (lb): 36831 lb
Maximum load of 2nd specimen (lb): 38002 lb
Maximum load of 3rd specimen (lb): 39318 lb
Compressive strength of 1st specimen (psi): 9208 psi
Compressive strength of 2nd specimen (psi): 9501 psi
Compressive strength of 3rd specimen (psi): 9830 psi
Average Compressive strength (to nearest 10 psi): 9510 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/24/2016