Summary for Test 2017-03-23-3-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 210871
DEA: 044G4604
EFIS: 0412000480
DIST-CO-RTE-PM04-MRN-101-1.5/14.0
Award Date01/28/2016
Closeout Date10/17/2019
Work DescriptionREMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS.
Location DescriptionIN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE
QA Service Level1 (Verified on 01/12/2016)

Sample Information

Sample Taken Date03/23/2017 Sample Unique Key3
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 testing04/03/2017
Sample typeQuality Assurance A brief description of the sample28 day compression strength
The quantity of what the sample constitutes43 cubic yards From where was the sample collectedJob Site
First name of sampler or witnessed byPamela Last name of sampler or witnessed byGagnier
Title of samplerTransportation Engineer Telephone number of sampler707-694-4751
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 identifierUnknown
Structure nameCorte Madera Creek Bridge

Material Information

Material TypeConcrete The concrete mix design number4700
The truck number from where the sample was collected1200 The batch plant ticket number from where the sample was collected152353
Concrete batch plant01 The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedDischarge from concrete truck into wheelbarrow. Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-03-23-3
DIME Test ID: 2017-03-23-3-1
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: 2017-04-20

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: 04/20/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 130270 lb
Maximum load on cylinder 2: 157676 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: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4608.1 psi
Compressive strength of cylinder 2: 5557.8 psi
Compressive strength (to nearest 10 psi):5080 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 4/20/2017