Summary for Test 2016-01-27-4-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 7463
DEA: 042640U4
EFIS: 0412000195
DIST-CO-RTE-PM04-SON-101-0.9/3.6
Award Date11/02/2012
Closeout Date06/03/2020
Work DescriptionCONSTRUCT PETALUMA BLVD SOUTH INTERCHANGE, REPLACE PETALUMA RIVER BR
Location DescriptionSONOMA COUNTY IN AND NEAR PETALUMA FROM GUNN DRIVE TO ROUTE 101/116 SEPARATION AND OVERHEAD
QA Service Level1 (Verified on 09/11/2012)

Sample Information

Sample Taken Date01/27/2016 Sample Unique Key4
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 testing02/12/2016
Sample typeQuality Control A brief description of the sampleconcrete
The quantity of what the sample constitutescylinders From where was the sample collectedJob Site
First name of sampler or witnessed byKeith Last name of sampler or witnessed byIwamoto
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameunknown Transportation Laboratory (TL) Number161401
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number4700
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 sampleUnknown
A detailed description of where the material sample was collectedchute Where the material sample would have been placed if not sampledsoldier pile wall
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-01-27-4
DIME Test ID: 2016-01-27-4-1
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: 2016-02-24

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: TTO LMCM
Date of test: 02/24/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.94 in
Maximum load on cylinder 1: 190625 lb
Maximum load on cylinder 2: 188420 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.71 in^2
Compressive strength of cylinder 1: 6810.5 psi
Compressive strength of cylinder 2: 6799.7 psi
Compressive strength (to nearest 10 psi): 6810 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 2/24/2016