Summary for Test 2014-09-11-8-4

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 7780
DEA: 112T1824
EFIS: 1100020051
DIST-CO-RTE-PM11-SD-805-4.7/5.6
Award Date01/03/2013
Closeout Date09/07/2018
Work DescriptionREPLACE STRUCTURE AND CONSTRUCT DIRECT ACCESS RAMP (DAR).
Location DescriptionSAN DIEGO COUNTY IN CHULA VISTA FROM 0.4 MILE SOUTH OF EAST PALOMAR STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES STREET UNDERCROSSING
QA Service Level1 (Verified on 12/10/2012)

Sample Information

Sample Taken Date09/11/2014 Sample Unique Key8
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 testing09/11/2014
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes5 cylinders From where was the sample collectedSource
First name of sampler or witnessed byCM Last name of sampler or witnessed byRMA
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample ID2014-09-11-1340-7519
The fabricator/manufacturer/facility nameVulcan Mission Valley Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number103612F
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected129708
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedbridge abutment north side 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: 2014-09-11-8
DIME Test ID: 2014-09-11-8-4
Testing Lab: Vulcan Materials Company - San Diego
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-01-14

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: CM RMA
Date of test: 11/06/2014
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: 157720 lb
Maximum load on cylinder 2: 156300 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 6
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: 56 days
Cross sectional area of cylinder 1: 28.274 in^2
Cross sectional area of cylinder 2: 28.274 in^2
Compressive strength (to nearest 10 psi): 5530 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/14/2015