Test 2017-12-22-15-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211855
DEA: 081E6504
EFIS: 0814000059
DIST-CO-RTE-PM08-RIV-60-R0.0/7.5
Work DescriptionINSTALL DOUBLE LUMINAIRE LIGHTINGS AND UPGRADE EXISTING LIGHTINGS
Location DescriptionRIVERSIDE COUNTY FROM SAN BERNARDINO COUNTY LINE TO VALLEY WAY UNDERCROSSING
Sample Information
Sample Taken Date12/22/2017 Sample Unique Key15
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 testing12/27/2017
Sample typeQuality Assurance A brief description of the sampleConcrete 6 x 12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byEdwin Last name of sampler or witnessed byEdles
Title of samplerTE Laboratory sample identification970-917
The fabricator/manufacturer/facility nameCEMEX Transportation Laboratory (TL) Number015 917
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierLUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 260 PLUS 36
Structure nameLUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 260 PLUS 36
Material Information
Material TypeConcrete The concrete mix design number1518590
The truck number from where the sample was collected1 The batch plant ticket number from where the sample was collected41299516
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 260 PLUS 36 Where the material sample would have been placed if not sampledLUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 260 PLUS 36
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2017-12-22-15
DIME Test ID: 2017-12-22-15-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-12-29
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: 12/29/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 86230 lb
Maximum load on cylinder 2: 87230 lb
Type of fracture pattern of cylinder 1: 3
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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3050.2 psi
Compressive strength of cylinder 2: 3074.7 psi
Compressive strength (to nearest 10 psi):3060 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/29/2017