Test 2016-07-06-9-3 (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 Date7/6/2016 Sample Unique Key9
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 testing7/12/2016
Sample typeQuality Assurance A brief description of the sampleClass 1 corrosive environment deck
The quantity of what the sample constitutes53 cubic yards From where was the sample collectedJob Site
First name of sampler or witnessed byAlfredo Last name of sampler or witnessed byCarranza
Title of samplerASR 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 identifier250063
Structure nameSchnell School Road UC
Material Information
Material TypeConcrete The concrete mix design numberSF718CFSTO
The truck number from where the sample was collected48 The batch plant ticket number from where the sample was collected177013
Concrete batch plantUnknown The fabricator/manufacturer designation for the samplePlant
A detailed description of where the material sample was collectedtruck Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-07-06-9
DIME Test ID: 2016-07-06-9-3
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: 2016-08-03
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 08/03/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 111828 lb
Maximum load on cylinder 2: 114402 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 4
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: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 3981.1 psi
Compressive strength of cylinder 2: 4059.7 psi
Compressive strength (to nearest 10 psi):4020 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 08/03/2016