Summary for Test 2015-04-23-2-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 7566
DEA: 042640K4
EFIS: 0412000406
COOP: 0412458
DIST-CO-RTE-PM04---
Award DateNot set
Closeout Date06/03/2020
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 06/03/2020)

Sample Information

Sample Taken Date04/23/2015 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 testing05/01/2015
Sample typeQuality Assurance A brief description of the sample8 6x12 concrete cylinders
The quantity of what the sample constitutes96 CY Pier 5 Diaphragm Stage 3 From where was the sample collectedJob Site
First name of sampler or witnessed byHarry Last name of sampler or witnessed bySuryantaro
Title of samplerTEC Telephone number of sampler510) 385-7179
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 identifier20195
Structure namePetaluma River Bridge

Material Information

Material TypeConcrete The concrete mix design number4700P
The truck number from where the sample was collected1297 The batch plant ticket number from where the sample was collected425676
Concrete batch plant4 The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedPier 5 Diaphragm stage 3 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: 2015-04-23-2
DIME Test ID: 2015-04-23-2-1
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: 2015-04-27

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 04/27/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 111850 lb
Maximum load on cylinder 2: 107660 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: 4 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3942.5 psi
Compressive strength of cylinder 2: 3808.3 psi
Compressive strength (to nearest 10 psi):3880 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 4/27/2015