Summary for Test 2014-10-27-4-2

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 209175
DEA: 030F2204
EFIS: 0300000072
DIST-CO-RTE-PM03-ED-50-R30.7/R31.7
Award Date02/25/2014
Closeout Date07/30/2015
Work DescriptionREPLACE BRIDGE.
Location DescriptionSLY PARK UNDERCROSSING
QA Service Level1 (Verified on 11/01/2013)

Sample Information

Sample Taken Date10/27/2014 Sample Unique Key4
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 testing10/27/2014
Sample typeQuality Control A brief description of the sampleStage 2 Closure Pour
The quantity of what the sample constitutes6 cylinders From where was the sample collectedSource
First name of sampler or witnessed byAndrew Last name of sampler or witnessed bySantos
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample ID0
The fabricator/manufacturer/facility nameFolsom Ready Mix 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 numberSF850AFST0
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected0151969
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedFolsom Ready Mix Stockpile 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: 2014-10-27-4
DIME Test ID: 2014-10-27-4-2
Testing Lab: Viking Construction Company, Incorporated - Rancho Cordova
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-12-18

Test Results


Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Andrew Santos
Date of test: 11/24/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.02 in
Average diameter of cylinder 4: 6.02 in
Maximum load on cylinder 1: 5320 lb
Maximum load on cylinder 2: 5800 lb
Maximum load on cylinder 3: 6310 lb
Maximum load on cylinder 4: 5670 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 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
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Cross sectional area of cylinder 4: 28.46 in^2
Compressive strength (to nearest 10 psi): 5800 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/18/2014