Test 2016-07-08-16-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 210803
DEA: 044A0004
EFIS: 0412000117
DIST-CO-RTE-PM04-MRN-101-12.7/14.7
Work DescriptionREPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN
Location DescriptionREPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN
Sample Information
Sample Taken Date7/8/2016 Sample Unique Key16
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 testing7/19/2016
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes10.5 CY From where was the sample collectedJob Site
First name of sampler or witnessed byJeremy Last name of sampler or witnessed byLight
Title of samplerSTRUCTURE REP Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameShamrock Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierBr 27 0080
Structure nameFrietas Parkway OC
Material Information
Material TypeConcrete The concrete mix design number4201A
The truck number from where the sample was collected1212 The batch plant ticket number from where the sample was collected440648
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedfrom chute Where the material sample would have been placed if not sampledBarrier Slab
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-07-08-16
DIME Test ID: 2016-07-08-16-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-08-05
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 08/05/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 122591 lb
Maximum load on cylinder 2: 120599 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
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 4350.3 psi
Compressive strength of cylinder 2: 4308.6 psi
Compressive strength (to nearest 10 psi):4330 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 08/05/2016