Test 2017-06-09-7-3 (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 Date6/9/2017 Sample Unique Key7
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 testing6/14/2017
Sample typeQuality Assurance A brief description of the sample6X12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed bykenedy Last name of sampler or witnessed byE
Title of samplerTE Laboratory sample identification957-0609
The fabricator/manufacturer/facility nameHI GRADE Transportation Laboratory (TL) Number060917
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierDS 61
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberNOT PROVIDED
The truck number from where the sample was collectedNOT PROVIDED The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 3 Where the material sample would have been placed if not sampledDS 61 STA 388 88
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2017-06-09-7
DIME Test ID: 2017-06-09-7-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-07-07
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 07/07/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 115100 lb
Maximum load on cylinder 2: 111300 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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4044.3 psi
Compressive strength of cylinder 2: 3923.2 psi
Compressive strength (to nearest 10 psi):3980 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/07/2017