Test 2016-05-06-6-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 209812
DEA: 04264H34
EFIS: 0414000221
COOP: 042535
DIST-CO-RTE-PM04-MRN-101-18.6/27.7
Work DescriptionPHASE 1 OF MARIN -SONOMA NARROWS HIGH OCCUPANCY VEHICLE WIDENING PROJECT I
Location DescriptionIN MARIN COUNTY IN NOVATO AND NEAR BURDELL AT VARIOUS LOCATIONS FROM SOUTH NOVATO BOULEVARD OVERCROSSINGTO 0.3 MILE NORTH OF REDWOOD LANDFILL OVERCROSSING
Sample Information
Sample Taken Date5/6/2016 Sample Unique Key6
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 testing5/19/2016
Sample typeAcceptance A brief description of the sampleOlive Ave UC Bridge Barrier Wall
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 identifierOlive Ave UC Bridge Barrier Wall
Structure nameOlive Ave UC Mod
Material Information
Material TypeConcrete The concrete mix design number3172GG
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plantUnknown 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: 2016-05-06-6
DIME Test ID: 2016-05-06-6-1
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: 2016-05-20
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 05/20/2016
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: 158057 lb
Maximum load on cylinder 2: 161419 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: 27.99 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 5646.9 psi
Compressive strength of cylinder 2: 5785.6 psi
Compressive strength (to nearest 10 psi):5720 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 05/20/2016