Summary for Test 2016-05-06-6-2

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209812
DEA: 04264H34
EFIS: 0414000221
COOP: 042535
DIST-CO-RTE-PM04-MRN-101-18.6/27.7
Award Date11/05/2015
Closeout Date12/22/2017
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
QA Service Level1 (Verified on 09/17/2015)

Sample Information

Sample Taken Date05/06/2016 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 testing05/19/2016
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 Telephone number of sampler7078122676
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
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: 2016-05-06-6-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-05-27

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: 05/27/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 171031 lb
Maximum load on cylinder 2: 179530 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 21 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 6069.2 psi
Compressive strength of cylinder 2: 6370.8 psi
Compressive strength (to nearest 10 psi):6220 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 5/27/2016