Summary for Test 2015-02-02-1-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 209059
DEA: 033E1004
EFIS: 0300000473
DIST-CO-RTE-PM03-PLA-80-8.1/37.8
Award Date01/28/2014
Closeout Date01/23/2017
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
QA Service Level1 (Verified on 01/15/2014)

Sample Information

Sample Taken Date02/02/2015 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 testing02/03/2015
Sample typeQuality Control A brief description of the sample2 6x12 concrete cylinders
The quantity of what the sample constitutes2 6x12 concrete 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 Telephone number of sampler9165056839
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTeichert Transportation Laboratory (TL) Number2015 02 02 00000001
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberj7a8543cc
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected2
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 sampledNot set
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-02-02-1
DIME Test ID: 2015-02-02-1-1
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: 2015-03-02

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: 03/02/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 222699 lb
Maximum load on cylinder 2: 210404 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: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 7877.6 psi
Compressive strength of cylinder 2: 7416.4 psi
Compressive strength (to nearest 10 psi):7650 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 3/2/2015