DIME » All Projects » Project DEA: 041A2904 » Sample 2015-08-31-4 » View Test Details

Summary for Test 2015-08-31-4-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 209060
DEA: 041A2904
EFIS: 0400000482
DIST-CO-RTE-PM04-SON-12-9.6
Award Date03/11/2014
Closeout Date01/10/2019
Work DescriptionREPLACE BRIDGE AND WIDEN APPROACHES.
Location DescriptionSONOMA COUNTY NEAR THE CITY OF SEBASTOPOL AT LAGUNA DE SANTA ROSA BRIDGE
QA Service Level1 (Verified on 01/23/2014)

Sample Information

Sample Taken Date08/31/2015 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 testing09/02/2015
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) Number018301
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberUnknown
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 collectedtruck chute Where the material sample would have been placed if not sampledbent cap at bent 2 and 3
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-08-31-4
DIME Test ID: 2015-08-31-4-1
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: 2015-09-08

Test Results


Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 09/08/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Average diameter of cylinder 3: 5.99 in
Average diameter of cylinder 4: 5.98 in
Maximum load on cylinder 1: 71546 lb
Maximum load on cylinder 2: 72153 lb
Maximum load on cylinder 3: 73325 lb
Maximum load on cylinder 4: 75071 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: 8 days
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Cross sectional area of cylinder 3: 28.18 in^2
Cross sectional area of cylinder 4: 28.09 in^2
Compressive strength of cylinder 1: 2556.1 psi
Compressive strength of cylinder 2: 2568.6 psi
Compressive strength of cylinder 3: 2602 psi
Compressive strength of cylinder 4: 2672.5 psi
Compressive strength (to nearest 10 psi): 2600 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 9/8/2015 ✔