Test 2018-09-04-1-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 212743
DEA: 030H26U4
EFIS: 0317000247
DIST-CO-RTE-PM03-PLA-65-R5.0/R6.6
Work DescriptionNORTHBOUND WIDENING AND RAMP IMPROVEMENTS.
Location DescriptionPLACER COUNTY IN AND NEAR ROSEVILLE AND ROCKLIN FROM 0.1 MILE SOUTH OF EAST ROSEVILLE VIADUCT TO 0.5 MILE SOUTH OF PLEASANT GROVE BOULEVARD OVERCROSSING
Sample Information
Sample Taken Date9/4/2018 Sample Unique Key1
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 testing9/5/2018
Sample typeAcceptance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutesfour cylinders From where was the sample collectedJob Site
First name of sampler or witnessed by E Last name of sampler or witnessed by Duray
Title of samplerASR Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameFlatiron Transportation Laboratory (TL) Number136079
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberUnknown
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedBent 12 column flare. Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2018-09-04-1
DIME Test ID: 2018-09-04-1-1
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: 2018-09-11
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: 09/11/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 87018 lb
Maximum load on cylinder 2: 87104 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: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 3057.6 psi
Compressive strength of cylinder 2: 3060.6 psi
Compressive strength (to nearest 10 psi):3060 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 09/11/2018