Summary for Test 2016-07-08-6-5

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 210798
DEA: 030G0304
EFIS: 0314000027
DIST-CO-RTE-PM03-ED,PLA-50,80,193-VAR
Award Date02/10/2016
Closeout Date11/30/2017
Work DescriptionRESURFACE BRIDGE DECKS, JOINT SEALS, CONCRETE BARRIER AND SLABS.
Location DescriptionIN EL DORADO AND PLACER COUNTIES ATVARIOUS LOCATIONS (FED SPES NUMBER 00PE015)
QA Service Level1 (Verified on 10/20/2015)

Sample Information

Sample Taken Date07/08/2016 Sample Unique Key6
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 testing07/12/2016
Sample typeQuality Assurance A brief description of the sampleBridge Deck Concrete
The quantity of what the sample constitutes43 cubic yards From where was the sample collectedJob Site
First name of sampler or witnessed byOleg Last name of sampler or witnessed byKreydich
Title of samplerUnknown Telephone number of sampler5302047059
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameFolsom Ready Mix Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberSF718CFSTO
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected177050
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedUnknown Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-07-08-6
DIME Test ID: 2016-07-08-6-5
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: 2016-07-22

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 07/22/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 144293 lb
Maximum load on cylinder 2: 144816 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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5155.2 psi
Compressive strength of cylinder 2: 5173.8 psi
Compressive strength (to nearest 10 psi):5160 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 7/22/2016