Test 2017-11-14-11-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211889
DEA: 08368514
EFIS: 0813000077
DIST-CO-RTE-PM08-SBD-15-81.1/87.5&177.3/181.1
Work DescriptionCONSTRUCT AIF AND DEMOLISH EXISTING AIF IN YERMO
Location DescriptionSAN BERNARDINO COUNTY FROM 0.6 MILE NORTH OF YERMO ROAD OVERCROSSING TO 1.0 MILE SOUTH OF MINNEOLA ROAD OVERCROSSING AND FROM 1.2 MILE NORTH OF NIPTON ROAD OVERCROSSING TO 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING
Sample Information
Sample Taken Date11/14/2017 Sample Unique Key11
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 testing11/20/2017
Sample typeQuality Assurance A brief description of the sampleConcrete 6 x 12
The quantity of what the sample constitutes6 From where was the sample collectedSource
First name of sampler or witnessed byHakim Last name of sampler or witnessed byAl Fariz
Title of samplerASR Laboratory sample identification968-114
The fabricator/manufacturer/facility nameCal Portland Transportation Laboratory (TL) Number20171114
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameBridge Number 54 1215R
Material Information
Material TypeConcrete The concrete mix design number1598751
The truck number from where the sample was collected34990 The batch plant ticket number from where the sample was collected27464497
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedtruck Where the material sample would have been placed if not sampledAIF AUTO Ivanpah Ditch CIDH Piles at Abutment 1
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2017-11-14-11
DIME Test ID: 2017-11-14-11-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-11-21
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: 11/21/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 111950 lb
Maximum load on cylinder 2: 111620 lb
Type of fracture pattern of cylinder 1: 1
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: 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: 28.46 in^2
Compressive strength of cylinder 1: 3960.0 psi
Compressive strength of cylinder 2: 3922.0 psi
Compressive strength (to nearest 10 psi):3940 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/21/2017