Summary for Test 2016-04-05-7-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 600
DEA: 02378904
EFIS: 0200000288
DIST-CO-RTE-PM02-SHA-5-R63.2/R65.8
Award Date09/25/2009
Closeout Date12/01/2021
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionIN SHASTA COUNTYNEAR LAKEHEAD FROM 0.3 KM NORTH OF ANTLER SUMMIT OVERCROSSING TO 0.5 KM NORTH OFANTLER UNDERPASS
QA Service Level1 (Verified on 03/19/2012)

Sample Information

Sample Taken Date04/05/2016 Sample Unique Key7
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 testing04/08/2016
Sample typeQuality Control A brief description of the sampleconcrete
The quantity of what the sample constitutes3 3x6 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byTutor Last name of sampler or witnessed byPerini
Title of samplerLaFarge Rep Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTutor Perini Transportation Laboratory (TL) Number852902
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberUnknown
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedunknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedportable mixer Where the material sample would have been placed if not sampledabut 6 void repair
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-04-05-7
DIME Test ID: 2016-04-05-7-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-04-19

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 04/19/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.00 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.00 in
Maximum load on cylinder 1: 107860 lb
Maximum load on cylinder 2: 111020 lb
Maximum load on cylinder 3: 104610 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 1
Comment on any defect in either specimen or caps (Max 250 Characters): ground ends, no capping
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Correction factor for cylinder 3: no data
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.07 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Compressive strength (to nearest 10 psi): 15250 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/19/2016