Summary for Test 2016-08-24-10-1

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 Date08/24/2016 Sample Unique Key10
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 testing09/01/2016
Sample typeVerification A brief description of the sampleFour 6 X 12 Cylinder
The quantity of what the sample constitutes16 Cubic Yards From where was the sample collectedJob Site
First name of sampler or witnessed byCarlos Last name of sampler or witnessed byTongson
Title of samplerTED Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCentral Concrete Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier340006
Structure nameSFOBB Bikepath

Material Information

Material TypeConcrete The concrete mix design numberD101C5E
The truck number from where the sample was collected1254 The batch plant ticket number from where the sample was collected18273433
Concrete batch plant12 The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedConcrete Truck Where the material sample would have been placed if not sampledBike Path Deck
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-08-24-10
DIME Test ID: 2016-08-24-10-1
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: 2016-09-02

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 09/01/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 104025 lb
Maximum load on cylinder 2: 106750 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: 8 days
Cross sectional area of cylinder 1:28.27 in^2
Cross sectional area of cylinder 2:28.27 in^2
Compressive strength (to nearest 10 psi):3730 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/2/2016