DIME » All Projects » Project DEA: 040A1854 » Sample 2014-11-25-2 » View Test Details

Summary for Test 2014-11-25-2-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 7826
DEA: 040A1854
EFIS: 0400020652
COOP: 042363
DIST-CO-RTE-PM04-SON-101-7.1/8.1
Award Date02/12/2013
Closeout Date01/03/2017
Work DescriptionRECONSTRUCT INTERCHANGE
Location DescriptionSONOMA COUNTY IN PETALUMA FROM 0.6 MILE SOUTH TO 0.4 MILE NORTH OF OLD REDWOOD HIGHWAY OVERCROSSING
QA Service Level1 (Verified on 12/10/2012)

Sample Information

Sample Taken Date11/25/2014 Sample Unique Key2
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 testing12/05/2014
Sample typeQuality Control A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedSource
First name of sampler or witnessed byAndrew Last name of sampler or witnessed byG
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number052732
Inspector Lot Number from the Transportation Laboratory (TL) Form 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 collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedna Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2014-11-25-2
DIME Test ID: 2014-11-25-2-1
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: 2014-12-23

Test Results


Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: SV
Date of test: 12/23/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Maximum load on cylinder 1: 152033 lb
Maximum load on cylinder 2: 149647 lb
Maximum load on cylinder 3: 152233 lb
Maximum load on cylinder 4: 147014 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 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
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Compressive strength of cylinder 1: 5412.4 psi
Compressive strength of cylinder 2: 5327.4 psi
Compressive strength of cylinder 3: 5385 psi
Compressive strength of cylinder 4: 5200.4 psi
Compressive strength (to nearest 10 psi): 5330 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 3 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 4 of 4

Test was verified on 12/23/2014 ✔