Test 2015-06-19-10-5 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210032
DEA: 044A0904
EFIS: 0415000178
DIST-CO-RTE-PM04-NAP-29,101-47.0/47.2
Work DescriptionBRIDGE REPLACEMENT.
Location DescriptionNAPA COUNTY ABOUT 6. MILES NORTH OF CALISTOGA AT TROUTDALE CREEK BRIDGE.
Sample Information
Sample Taken Date6/19/2015 Sample Unique Key10
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 testing6/19/2015
Sample typeQuality Control A brief description of the samplePCC
The quantity of what the sample constitutes100 cy From where was the sample collectedJob Site
First name of sampler or witnessed byPaul Last name of sampler or witnessed byWarren
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHarold Smith and Sons Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameTroutdale Creek Bridge
Material Information
Material TypeConcrete The concrete mix design numberCT2-25PC
The truck number from where the sample was collectedTruck No 124 The batch plant ticket number from where the sample was collected119797
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedAbutment No 1 Footing Load No 6 Where the material sample would have been placed if not sampledAbutment No 1 Footing
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-06-19-10
DIME Test ID: 2015-06-19-10-5
Testing Lab: RMA Group - Rancho Cordova
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-09-25
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matthew Lowrance
Date of test: 06/26/2015
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: 111250 lb
Maximum load on cylinder 2: 115850 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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
Age of specimen in hours: no data
Cross sectional area of cylinder 1:28.27 in^2
Cross sectional area of cylinder 2:28.27 in^2
Compressive strength (to nearest 10 psi):4020 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/25/2015