Summary for Test 2015-07-06-6-1

Test performed: ASTM C39-10

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 Date07/06/2015 Sample Unique Key6
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 testing08/19/2015
Sample typeVerification A brief description of the sampleTrial Batch Edge Beam SCC Type 2
The quantity of what the sample constitutes2 cylinders From where was the sample collectedOther
First name of sampler or witnessed byJacquelyn Last name of sampler or witnessed byWong
Title of samplerAssistant Structure Representative Telephone number of sampler5108676025
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCentral and Smith Emery Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier56 day break
Structure nameYBI edge beam support structure

Material Information

Material TypeConcrete The concrete mix design numberX815C203
The truck number from where the sample was collected1181 The batch plant ticket number from where the sample was collected18046463
Concrete batch plant30 The fabricator/manufacturer designation for the sample4x4 800lb pronto
A detailed description of where the material sample was collectedChute discharge into wheel barrel Where the material sample would have been placed if not sampledtrial batch only
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-07-06-6
DIME Test ID: 2015-07-06-6-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-08-31

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 08/31/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 256950 lb
Maximum load on cylinder 2: 258127 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 56 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 9028.5 psi
Compressive strength of cylinder 2: 9069.8 psi
Compressive strength (to nearest 10 psi):9050 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 8/31/2015