Test 2015-02-27-2-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 210035
DEA: 101E4704
EFIS: 1015000052
DIST-CO-RTE-PM10-SJ-4,99-19.75,17.2
Work DescriptionRepair Bridge Girder due to high load hit
Location DescriptionAt Route 4/99 Separation (#29-0155)
Sample Information
Sample Taken Date2/27/2015 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byMiller
Title of samplerASR Laboratory sample identification
The fabricator/manufacturer/facility namejob site Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number1523017
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected41527820
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedfrom the truck Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-02-27-2
DIME Test ID: 2015-02-27-2-1
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: 2015-03-06
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 03/06/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 111075 lb
Maximum load on cylinder 2: 108179 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: 7 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3929.1 psi
Compressive strength of cylinder 2: 3826.6 psi
Compressive strength (to nearest 10 psi):3880 psi
General comments (publicly viewable) (Max 250 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 03/06/2015