Test 2016-02-18-1-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 208852
DEA: 040A5344
EFIS: 0400021131
COOP: 042491
DIST-CO-RTE-PM04-SOL-80,80-R11.4/13.0
Work DescriptionREALIGN I-680 TO CONNECT DIRECTLY WITH THE I-80/SR-12 INTERCHANGE.
Location DescriptionIN SOLANO COUNTY NEAR FAIRFIELD.
Sample Information
Sample Taken Date2/18/2016 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 testing2/19/2016
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 concrete cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byM B Last name of sampler or witnessed byKim
Title of samplerTE Laboratory sample identificationUnknown
The fabricator/manufacturer/facility namefield Transportation Laboratory (TL) Number043992
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberct063cr5
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedfield Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-02-18-1
DIME Test ID: 2016-02-18-1-1
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: 2016-03-17
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: timothy omalley
Date of test: 03/17/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 134415 lb
Maximum load on cylinder 2: 138800 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 1:27.9 in^2
Cross sectional area of cylinder 2:27.9 in^2
Compressive strength (to nearest 10 psi):4900 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/17/2016