Test 2015-03-31-2-3 (ASTM C39-10) 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 Date3/31/2015 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 testing4/10/2015
Sample typeAuthorization A brief description of the sample5 cylinders for trial batch
The quantity of what the sample constitutes5 cylinders From where was the sample collectedSource
First name of sampler or witnessed byChetan Last name of sampler or witnessed bySihra
Title of samplerTE Civil Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameCentral Plant Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierTrial Batch for 28 Days
Structure nameYBITS2 28 MPa
Material Information
Material TypeConcrete The concrete mix design numberD20PP5E1
The truck number from where the sample was collected1253 The batch plant ticket number from where the sample was collected18994996
Concrete batch plant12 The fabricator/manufacturer designation for the sampleClass 2 WR
A detailed description of where the material sample was collectedWheel Barrow from Chute Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-03-31-2
DIME Test ID: 2015-03-31-2-3
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: 2015-04-28
Test Results

Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 04/28/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.00 in
Maximum load on cylinder 1: 128594 lb
Maximum load on cylinder 2: 122641 lb
Maximum load on cylinder 3: 127539 lb
Maximum load on cylinder 4: 123739 lb
Maximum load on cylinder 5: 133790 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 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
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Correction factor for cylinder 5: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Compressive strength of cylinder 1: 4563.3 psi
Compressive strength of cylinder 2: 4338.2 psi
Compressive strength of cylinder 3: 4495.6 psi
Compressive strength of cylinder 4: 4361.6 psi
Compressive strength of cylinder 5: 4732.6 psi
Compressive strength (to nearest 10 psi):4500 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 5

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 5

Source: Partner Data Point File
Test graph for Cylinder Code 3 of 5

Source: Partner Data Point File
Test graph for Cylinder Code 4 of 5

Source: Partner Data Point File
Test graph for Cylinder Code 5 of 5

Test was verified on 04/28/2015