Test 2016-09-28-6-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 210814
DEA: 041J3204
EFIS: 0414000190
DIST-CO-RTE-PM04-SON-116-13.7
Work DescriptionREPLACE RETAINING WALL, DRAINAGE, AND HMA RESURFACING.
Location DescriptionREPLACE RETAINING WALL, DRAINAGE, AND HMA RESURFACING.
Sample Information
Sample Taken Date9/28/2016 Sample Unique Key6
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 testing9/29/2016
Sample typeAcceptance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes56.5 CY From where was the sample collectedJob Site
First name of sampler or witnessed byPamela Last name of sampler or witnessed byGagnier
Title of samplerTE Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameCanyon Rock Co Inc Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier041J3204
Structure nameRetaining Wall Pocket Creek
Material Information
Material TypeConcrete The concrete mix design number72102503F
The truck number from where the sample was collected251 The batch plant ticket number from where the sample was collected1159129
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedfrom mix truck Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-09-28-6
DIME Test ID: 2016-09-28-6-1
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: 2016-10-12
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 10/12/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 134744 lb
Maximum load on cylinder 2: 131757 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: 14 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4766.3 psi
Compressive strength of cylinder 2: 4675.6 psi
Compressive strength (to nearest 10 psi):4720 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 10/12/2016