Test 2016-08-18-6-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210798
DEA: 030G0304
EFIS: 0314000027
DIST-CO-RTE-PM03-ED,PLA-50,80,193-VAR
Work DescriptionRESURFACE BRIDGE DECKS, JOINT SEALS, CONCRETE BARRIER AND SLABS.
Location DescriptionIN EL DORADO AND PLACER COUNTIES ATVARIOUS LOCATIONS (FED SPES NUMBER 00PE015)
Sample Information
Sample Taken Date8/18/2016 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 testing8/22/2016
Sample typeQuality Assurance A brief description of the sampleClass 1 Concrete for Bridge BW
The quantity of what the sample constitutes2 cubic yards From where was the sample collectedJob Site
First name of sampler or witnessed byPaul Last name of sampler or witnessed byHayes
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameFolsom Ready Mix Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameSouth Fork American River Bridge
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 collected180544
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedBack of Truck Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-08-18-6
DIME Test ID: 2016-08-18-6-2
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: 2016-09-15
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 09/15/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.04 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 132025 lb
Maximum load on cylinder 2: 130748 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.65 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4608.2 psi
Compressive strength of cylinder 2: 4594.1 psi
Compressive strength (to nearest 10 psi):4600 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 09/15/2016