Summary for Test 2014-10-03-1-1

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 Date10/03/2014 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing10/13/2014
Sample typeDepartment Acceptance A brief description of the sample1 Set ticket 18905879 for 7 day and 2 sets ticket 18905927 for 7 day and 1 for 14 day test
The quantity of what the sample constitutes11 17 14 day breaks From where was the sample collectedOther
First name of sampler or witnessed byNana Last name of sampler or witnessed byBudu
Title of samplerTransportation Engineer Telephone number of sampler7076944751
Laboratory sample identification Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameCentral Concrete Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierBent 41A Column
Structure nameWest Tie In Edge Beam

Material Information

Material TypeConcrete The concrete mix design numberD101C5E1
The truck number from where the sample was collected1253 and 1219 The batch plant ticket number from where the sample was collected18905879 and 18905927
Concrete batch plant12 Peralta St Oakland The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedRevolving 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: 2014-10-03-1
DIME Test ID: 2014-10-03-1-1
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: 2014-10-14

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 10/14/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 99243 lb
Maximum load on cylinder 2: 102027 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: 11 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 3521.8 psi
Compressive strength of cylinder 2: 3632.1 psi
Compressive strength (to nearest 10 psi): 3580 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/14/2014