Summary for Test 2016-01-20-8-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 211144
DEA: 6TTSC
EFIS: 6TTSC
DIST-CO-RTE-PM---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project in support of DES Substructure Committee. The committee is in the process of developing standard procedures for evaluation and approval of new slurry systems that will be submitted to Caltrans. The purpose of this laboratory testing is to measure and document the compressive streng
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date01/20/2016 Sample Unique Key8
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 testing01/20/2016
Sample typeInformational A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes3 cylinders From where was the sample collectedOther
First name of sampler or witnessed bylarry Last name of sampler or witnessed bymccrum
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationplus ten percent slurry Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nametranslab Transportation Laboratory (TL) Numberplus ten percent slurry
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number10slurry
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected00000000000
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedtranslab Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-01-20-8
DIME Test ID: 2016-01-20-8-1
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: 2016-02-17

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 02/17/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.02 in
Maximum load on cylinder 1: 183350 lb
Maximum load on cylinder 2: 172591 lb
Maximum load on cylinder 3: 167476 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Compressive strength of cylinder 1: 6442.4 psi
Compressive strength of cylinder 2: 6083.6 psi
Compressive strength of cylinder 3: 5884.6 psi
Compressive strength (to nearest 10 psi): 6140 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 3

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 3

Source: Partner Data Point File
Test graph for Cylinder Code 3 of 3

Test was verified on 2/17/2016