Summary for Test 2014-10-17-2-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 7498
DEA: 042908V4
EFIS: 0412000405
COOP: 042440A3
DIST-CO-RTE-PM04-ALA-580-R7.8/19.1
Award Date12/31/1969
Closeout Date09/28/2016
Work DescriptionWIDEN FREEWAY, BRIDGES, AND HMA SURFACING.
Location DescriptionALAMEDA COUNTY IN LIVERMORE, DUBLIN AND PLEASANTON FROM 0.2 MILE EAST OF GREENVILLE ROAD OVERHEAD TO 0.3 MILE WEST OF HACIENDA DRIVE OVERCROSSING
QA Service Level1 (Verified on 10/08/2012)

Sample Information

Sample Taken Date10/17/2014 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 testing11/06/2014
Sample typeQuality Control A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed bySaberi
Title of samplerASR Telephone number of sampler5107197565
Laboratory sample identificationTL 179400 Linked DIME Sample ID0
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberna
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: 2014-10-17-2
DIME Test ID: 2014-10-17-2-1
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: 2014-11-14

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SV
Date of test: 11/14/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 126247 lb
Maximum load on cylinder 2: 125426 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4435.9 psi
Compressive strength of cylinder 2: 4407.1 psi
Compressive strength (to nearest 10 psi):4420 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

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

Test was verified on 11/14/2014