Test 2015-03-10-3-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 209059
DEA: 033E1004
EFIS: 0300000473
DIST-CO-RTE-PM03-PLA-80-8.1/37.8
Work DescriptionIMPROVING VERTICAL CLEARANCE
Location DescriptionPLACER COUNTY IN AND NEAR LOOMIS, PENRYN, NEWCASTLE, WEIMAR, AND MAGRA FROM 0.1 MILE WEST OF BRACE ROAD OVERCROSSING TO 0.1 MILE EAST OF MAGRA OVERCROSSING
Sample Information
Sample Taken Date3/10/2015 Sample Unique Key3
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 testing3/11/2015
Sample typeVerification A brief description of the sampleconcrete cylinder
The quantity of what the sample constitutes2 concrete cylinder From where was the sample collectedJob Site
First name of sampler or witnessed byK Last name of sampler or witnessed byHaas
Title of samplerASR Laboratory sample identificationUnknown
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) NumberTL 133593
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberna
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedfield 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: 2015-03-10-3
DIME Test ID: 2015-03-10-3-1
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: 2015-03-16
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: 03/16/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 150649 lb
Maximum load on cylinder 2: 148533 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: 6 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5310.2 psi
Compressive strength of cylinder 2: 5235.6 psi
Compressive strength (to nearest 10 psi):5270 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 03/16/2015