Summary for Test 2017-05-18-6-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 211736
DEA: 042A4904
EFIS: 0400000827
DIST-CO-RTE-PM04-SF-280-R4.8/R6.2
Award DateNot set
Closeout Date01/30/2018
Work DescriptionBRIDGE POLYESTER CONCRETE OVERLAY, DRAINAGE AND BARRIER RECONSTRUCTION
Location DescriptionTHE CITY AND COUNTY OF SAN FRANCISCO AT VARIOUS LOCATIONS FROM 0.5 MILE NORTH OF ROUTE 280/101 SEPARATION TO 0.2 MILE SOUTH OF 20TH STREET OVERCROSSING
QA Service Level1 (Verified on 01/31/2017)

Sample Information

Sample Taken Date05/18/2017 Sample Unique Key6
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 testing05/25/2017
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 concrete cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byP Last name of sampler or witnessed byLam
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namefield Transportation Laboratory (TL) Number201651
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number1521431
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 collectedfield Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-05-18-6
DIME Test ID: 2017-05-18-6-1
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: 2017-05-25

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 05/25/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 135584 lb
Maximum load on cylinder 2: 132551 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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 4844.0 psi
Compressive strength of cylinder 2: 4735.7 psi
Compressive strength (to nearest 10 psi):4790 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 5/25/2017