Test 2020-06-03-2-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 214517
DEA: 034F1004
EFIS: 0314000024
DIST-CO-RTE-PM03-SAC-5,80,99-29.9,M9.2,R32.1
Work DescriptionINSTALL COLUMN CASINGS AND PLACE STRUCTURAL CONCRETE.
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AT ROUTE 5 AND 99 AT S99-S5 CONNECTOR OVERCROSSING AND ON ROUTE 80 AT LONGVIEW DRIVE ON RAMP OVERCROSSING
Sample Information
Sample Taken Date6/3/2020 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 testing6/8/2020
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byD Last name of sampler or witnessed byMunoz
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number132754
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number0000000000
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected00000000000000000
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedJobsite Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2020-06-03-2
DIME Test ID: 2020-06-03-2-1
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: 2020-07-01
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: PM
Date of test: 07/01/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 132902 lbf
Maximum load on cylinder 2: 131048 lbf
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: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4654.0 psi
Compressive strength of cylinder 2: 4619.0 psi
Compressive strength (to nearest 10 psi):4640 psi
General comments (publicly viewable) (Max 250 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Cylinder Code 1 of 2

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

Test was verified on 07/01/2020