Summary for Test 2016-05-17-20-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 210803
DEA: 044A0004
EFIS: 0412000117
DIST-CO-RTE-PM04-MRN-101-12.7/14.7
Award Date03/17/2016
Closeout DateNot set
Work DescriptionREPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN
Location DescriptionREPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN
QA Service Level1 (Verified on 09/18/2015)

Sample Information

Sample Taken Date05/17/2016 Sample Unique Key20
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 testing06/03/2016
Sample typeAcceptance A brief description of the sampleFreitas Pkwy OC Overhang
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 sampler7078122676
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 identifierFreitas Pkwy OC Overhang
Structure nameFreitas Pkway OC

Material Information

Material TypeConcrete The concrete mix design number4100A
The truck number from where the sample was collected1409 The batch plant ticket number from where the sample was collected142840
Concrete batch plant01 The fabricator/manufacturer designation for the sampleGhilotti Construction
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: 2016-05-17-20
DIME Test ID: 2016-05-17-20-1
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: 2016-06-14

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 06/14/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 168849 lb
Maximum load on cylinder 2: 171550 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 6011.0 psi
Compressive strength of cylinder 2: 6087.7 psi
Compressive strength (to nearest 10 psi):6050 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 6/14/2016