DIME » All Projects » Project DEA: 044G4604 » Sample 2016-10-18-5 » View Test Details

Summary for Test 2016-10-18-5-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 210871
DEA: 044G4604
EFIS: 0412000480
DIST-CO-RTE-PM04-MRN-101-1.5/14.0
Award Date01/28/2016
Closeout Date10/17/2019
Work DescriptionREMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS.
Location DescriptionIN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE
QA Service Level1 (Verified on 01/12/2016)

Sample Information

Sample Taken Date10/18/2016 Sample Unique Key5
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 testing11/15/2016
Sample typeDepartment Acceptance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 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 sampler5107147095
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 identifierSpencer Ave OC
Structure nameSpencer Ave OC

Material Information

Material TypeConcrete The concrete mix design number4201A
The truck number from where the sample was collected1217 The batch plant ticket number from where the sample was collected147945
Concrete batch plant01 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: 2016-10-18-5
DIME Test ID: 2016-10-18-5-1
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: 2016-11-16

Test Results


Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 11/16/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 5.99 in
Average diameter of cylinder 4: 6.05 in
Maximum load on cylinder 1: 136236 lb
Maximum load on cylinder 2: 130818 lb
Maximum load on cylinder 3: 86346 lb
Maximum load on cylinder 4: 138021 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 6
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: 29 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.18 in^2
Cross sectional area of cylinder 4: 28.75 in^2
Compressive strength of cylinder 1: 4770.2 psi
Compressive strength of cylinder 2: 4627.4 psi
Compressive strength of cylinder 3: 3064.1 psi
Compressive strength of cylinder 4: 4800.7 psi
Compressive strength (to nearest 10 psi): 4320 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 11/16/2016 ✔