Test 2018-01-22-1-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211714
DEA: 080R1204
EFIS: 0812000026
DIST-CO-RTE-PM08-SBD-40-0.0/R25.0
Work DescriptionREGRADE MEDIAN CROSS SLOPE
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR BARSTOW FROM JUNCTION 15/40 TO 1.4 MILES EAST OF FORT CADY ROAD OVERCROSSING
Sample Information
Sample Taken Date1/22/2018 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 testing1/26/2018
Sample typeQuality Assurance A brief description of the sample6X12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byLarry Last name of sampler or witnessed byF
Title of sampler TECH Laboratory sample identification957-218
The fabricator/manufacturer/facility nameROBERTSONS Transportation Laboratory (TL) Number012218
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design number5264125A
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 collectedNA Where the material sample would have been placed if not sampledds 5 sta 36563
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2018-01-22-1
DIME Test ID: 2018-01-22-1-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-01-27
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: 01/27/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 104590 lb
Maximum load on cylinder 2: 106070 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 5 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3662.1 psi
Compressive strength of cylinder 2: 3752.0 psi
Compressive strength (to nearest 10 psi):3710 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/27/2018