Summary for Test 2016-08-15-2-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 210097
DEA: 100L9704
EFIS: 1012000053
DIST-CO-RTE-PM10-TUO-120-R19.5/R20.0
Award Date02/22/2016
Closeout Date10/09/2018
Work DescriptionREPLACE DECK AND RETROFIT BRIDGE.
Location DescriptionIN TUOLUMNE COUNTY ON STATE ROUTE 120 FROM 7.6 MILES EAST OF YOSEMITEJUNCTION TO 4.8 MILES WEST OF THE TOWN OF MOCCASIN AT TUOLUMNE RIVER/DON PEDRO RESERVOIR (JAMES E.
QA Service Level1 (Verified on 12/19/2014)

Sample Information

Sample Taken Date08/15/2016 Sample Unique Key2
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 testing08/16/2016
Sample typeQuality Assurance A brief description of the sampleconcrete cylinder
The quantity of what the sample constitutes1 concrete cylinder From where was the sample collectedJob Site
First name of sampler or witnessed byRyan Last name of sampler or witnessed byCummings
Title of samplerqa Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namefield Transportation Laboratory (TL) Number132426
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberna
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedfield Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-08-15-2
DIME Test ID: 2016-08-15-2-1
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: 2016-08-22

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 08/22/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Maximum load on cylinder 1: 249047 lb
Type of fracture pattern of cylinder 1: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Compressive strength of cylinder (to nearest 10 psi):8810 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 1

Test was verified on 8/22/2016