Summary for Test 2015-03-10-11-7

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 Date03/10/2015 Sample Unique Key11
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 testing03/17/2015
Sample typeDepartment Acceptance A brief description of the sampleBike Path Beams
The quantity of what the sample constitutes4 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byMasoud Last name of sampler or witnessed byModanlou
Title of samplerTE Civil Telephone number of sampler5108676025
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCentral Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierBike Path Extension
Structure nameEB Transition Structure

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 collected18982426
Concrete batch plant12 The fabricator/manufacturer designation for the sampleMCM Construction
A detailed description of where the material sample was collectedBack of Truck 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: 2015-03-10-11
DIME Test ID: 2015-03-10-11-7
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: 2015-04-07

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: 04/07/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 115109 lb
Maximum load on cylinder 2: 113128 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: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4057.4 psi
Compressive strength of cylinder 2: 4014.5 psi
Compressive strength (to nearest 10 psi): 4040 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 4/7/2015