Summary for Test 2015-11-07-3-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 7463
DEA: 042640U4
EFIS: 0412000195
DIST-CO-RTE-PM04-SON-101-0.9/3.6
Award Date11/02/2012
Closeout Date06/03/2020
Work DescriptionCONSTRUCT PETALUMA BLVD SOUTH INTERCHANGE, REPLACE PETALUMA RIVER BR
Location DescriptionSONOMA COUNTY IN AND NEAR PETALUMA FROM GUNN DRIVE TO ROUTE 101/116 SEPARATION AND OVERHEAD
QA Service Level1 (Verified on 09/11/2012)

Sample Information

Sample Taken Date11/07/2015 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 testing11/20/2015
Sample typeQuality Assurance A brief description of the sample2 6x12 concrete cylinders
The quantity of what the sample constitutes6 CY From where was the sample collectedJob Site
First name of sampler or witnessed byJeremy Last name of sampler or witnessed byLight
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 identifier200295
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 collected432200
Concrete batch plant04 The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE FROM TRUCK Where the material sample would have been placed if not sampledGirder Splices Stage 2 N S Pier 5
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-11-07-3
DIME Test ID: 2015-11-07-3-1
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: 2015-12-07

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: 12/07/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 230656 lb
Maximum load on cylinder 2: 224422 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: 30 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 8076.2 psi
Compressive strength of cylinder 2: 7885.5 psi
Compressive strength (to nearest 10 psi):7980 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 12/7/2015