Test 2016-07-07-15-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 210871
DEA: 044G4604
EFIS: 0412000480
DIST-CO-RTE-PM04-MRN-101-1.5/14.0
Work DescriptionREMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS.
Location DescriptionIN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE
Sample Information
Sample Taken Date7/7/2016 Sample Unique Key15
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 testing7/15/2016
Sample typeAcceptance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byNana Last name of sampler or witnessed byBudu
Title of samplerTE Civil Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameShamrock Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierCorte Madera Creek Bridge
Structure nameCorte Madera Creek Bridge
Material Information
Material TypeConcrete The concrete mix design number4700
The truck number from where the sample was collected1201 The batch plant ticket number from where the sample was collected144476
Concrete batch plant01 The fabricator/manufacturer designation for the sampleRM Harris
A detailed description of where the material sample was collectedBack of Truck Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-07-07-15
DIME Test ID: 2016-07-07-15-1
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: 2016-07-21
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: 07/21/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 144443 lb
Maximum load on cylinder 2: 143127 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: 14 days
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5177.2 psi
Compressive strength of cylinder 2: 5113.5 psi
Compressive strength (to nearest 10 psi):5150 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 07/21/2016