Test 2014-09-20-1-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 208919
DEA: 042A1104
EFIS: 0400000808
DIST-CO-RTE-PM04-NAP-121-20.2/20.4PM
Work DescriptionBRIDGE REMOVAL, BRIDGE REPLACEMENT AND ROADWAY WIDENING.
Location DescriptionNAPA COUNTY ABOUT 2 MILES SOUTH OF JUNCTION OF ROUTE 128 AT CAPELL CREEK BRIDGE.
Sample Information
Sample Taken Date9/20/2014 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 testing9/22/2014
Sample typeVerification A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 concrete cylinders From where was the sample collectedOther
First name of sampler or witnessed byGamel Last name of sampler or witnessed byAbushaban
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberct1p
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 collectedTruck 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: 2014-09-20-1
DIME Test ID: 2014-09-20-1-1
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: 2014-09-23
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Steve Wake
Date of test: 09/23/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 63946 lb
Maximum load on cylinder 2: 68301 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: 3 days
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 2284.6 psi
Compressive strength of cylinder 2: 2448.1 psi
Compressive strength (to nearest 10 psi):2370 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/23/2014