Summary for Test 2014-12-10-2-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 209674
DEA: 042J1904
EFIS: 0414000437
DIST-CO-RTE-PM04-SF-80,080-5.5/5.7
Award Date06/25/2014
Closeout Date07/17/2015
Work DescriptionRepair Bridge Joints /Hinges - Replace six transverse Expansion joints
Location DescriptionAt SF/Bay Bridge between SF anchorage and pier W1.
QA Service Level1 (Verified on 06/20/2014)

Sample Information

Sample Taken Date12/10/2014 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 testing12/10/2014
Sample typeQuality Control A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedSource
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number062107
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberna
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedna 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: 2014-12-10-2
DIME Test ID: 2014-12-10-2-1
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: 2015-03-03

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SV
Date of test: 01/07/2015
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: 208803 lb
Maximum load on cylinder 2: 197335 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: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 7336.7 psi
Compressive strength of cylinder 2: 6933.8 psi
Compressive strength (to nearest 10 psi): 7140 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 3/3/2015