Test 2016-01-20-1-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 208682
DEA: 083401U4
EFIS: 0800000609
DIST-CO-RTE-PM08-SBD-138,138-6.2/6.4,2.3/R15.2
Work DescriptionWIDEN TO 4 LNS FR BEEKLEY RD TO JCT 15, ADD 1 LN EB FR PHELAN RD TO
Location DescriptionSAN BERNARDINO COUNTY ON ROUTE 138 NEAR PHELAN FROM 0.6 MILE WEST OF PHELAN ROAD TO THE JUNCTION OF ROUTE 15 AND ON ROUTE 2 FROM 0.1 MILE NORTH OF WILD HORSE CANYON ROAD TO ROUTE 138
Sample Information
Sample Taken Date1/20/2016 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 testing1/21/2016
Sample typeQuality Control 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 byM Last name of sampler or witnessed byRAHMAN
Title of samplerTE CIVIL Laboratory sample identification908-02
The fabricator/manufacturer/facility nameHI GRADE Transportation Laboratory (TL) Number2
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierCAJON BRIDGE WIDEN
Structure namePIER WALL AT PIER 3LEFT
Material Information
Material TypeConcrete The concrete mix design numberSITI72A
The truck number from where the sample was collected182 The batch plant ticket number from where the sample was collected724919
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 5 Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-01-20-1
DIME Test ID: 2016-01-20-1-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-02-17
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: 02/17/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 129040 lb
Maximum load on cylinder 2: 123360 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 4610.2 psi
Compressive strength of cylinder 2: 4407.3 psi
Compressive strength (to nearest 10 psi):4510 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/17/2016