Test 2017-09-11-10-2 (ASTM C39-17a) Summary

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Project Information
Project IdentifiersProject ID: 211966
DEA: 081G7004
DIST-CO-RTE-PM08-SBD-38-26.0/31.0
Work DescriptionREPAIR FIRE DAMAGE, EXISTING EMBANKMENT, AND DRAINAGE SYSTEM.
Location DescriptionSAN BERNARDINO COUNTY NEAR BIG LAKE CITY FROM 0.5 MILE WEST OF GLASS ROAD TO 0.2 MILE EAST OF SEVEN OAKS ROAD.
Sample Information
Sample Taken Date9/11/2017 Sample Unique Key10
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 testing9/13/2017
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed bybiggen Last name of sampler or witnessed byraney
Title of samplerUnknown Laboratory sample identification966-02
The fabricator/manufacturer/facility namerobertsons Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numbersc590b6a
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectednp
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectednp Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2017-09-11-10
DIME Test ID: 2017-09-11-10-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-09-26
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 09/25/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.05 in
Average diameter of cylinder 2: 6.04 in
Maximum load on cylinder 1: 113200 lb
Maximum load on cylinder 2: 114600 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.75 in^2
Cross sectional area of cylinder 2: 28.65 in^2
Compressive strength of cylinder 1: 3937.4 psi
Compressive strength of cylinder 2: 4000.0 psi
Compressive strength (to nearest 10 psi):3970 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/25/2017