DIME » All Projects » Project DEA: 040A7104 » Sample 2016-04-11-5 » View Test Details

Summary for Test 2016-04-11-5-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209114
DEA: 040A7104
EFIS: 0400000160
COOP: 042550
DIST-CO-RTE-PM04-ALA-880-28.4/29.2
Award Date04/30/2014
Closeout Date07/23/2020
Work DescriptionWIDEN ROADS, RECONSTRUCT RAMPS WITH HMA, REPLACE 2 CONC OVERCROSSINGS.
Location DescriptionALAMEDA COUNTY IN ALAMEDA AND OAKLAND FROM 0.2 MILE SOUTH OF 29TH AVENUE OVERCROSSING TO 0.3 MILE NORTH OF 23RD AVENUE OVERCROSSING.
QA Service Level1 (Verified on 10/11/2013)

Sample Information

Sample Taken Date04/11/2016 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 testing04/18/2016
Sample typeQuality Control A brief description of the sampleconcrete
The quantity of what the sample constitutes4 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byB Last name of sampler or witnessed byGeng
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameunknown Transportation Laboratory (TL) Number194838
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberLCB300RSN
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 sampled05 station 880 NB
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-04-11-5
DIME Test ID: 2016-04-11-5-1
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: 2016-04-19

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: 04/19/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 5.99 in
Average diameter of cylinder 4: 6.00 in
Maximum load on cylinder 1: 57706 lb
Maximum load on cylinder 2: 54846 lb
Maximum load on cylinder 3: 54607 lb
Maximum load on cylinder 4: 56445 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 4
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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 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: 28.27 in^2
Compressive strength of cylinder 1: 2047.8 psi
Compressive strength of cylinder 2: 1940.1 psi
Compressive strength of cylinder 3: 1937.8 psi
Compressive strength of cylinder 4: 1996.6 psi
Compressive strength (to nearest 10 psi): 1980 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 4/19/2016 ✔