Summary for Test 2017-06-24-1-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 211853
DEA: 042G8904
EFIS: 0400021259
DIST-CO-RTE-PM04-MRN-1-8.0
Award Date02/09/2017
Closeout Date12/22/2017
Work DescriptionSOLDIER PILE WALL WITH TIEBACKS AND EMBANKMENT CONFINED SYSTEM.
Location DescriptionMARIN COUNTY NEAR MUIR BEACH AT 2.1 MILES NORTH OF MUIR WOODS ROAD
QA Service Level1 (Verified on 03/15/2017)

Sample Information

Sample Taken Date06/24/2017 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 testing08/02/2017
Sample typeQuality Assurance A brief description of the sample12 x 6 concrete cylinder
The quantity of what the sample constitutes2 cyliners From where was the sample collectedJob Site
First name of sampler or witnessed byJanine Last name of sampler or witnessed bymarr
Title of samplerRock Star Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCT Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number4201A
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedShamrock
Concrete batch plantShamrock The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE FROM TRUCK Where the material sample would have been placed if not sampledconcrete waler top row
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-06-24-1
DIME Test ID: 2017-06-24-1-1
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: 2017-08-07

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: 08/07/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 170083 lb
Maximum load on cylinder 2: 162668 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: 44 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 6016.4 psi
Compressive strength of cylinder 2: 5733.8 psi
Compressive strength (to nearest 10 psi):5880 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 8/7/2017