Summary for Test 2014-09-05-3-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 7826
DEA: 040A1854
EFIS: 0400020652
COOP: 042363
DIST-CO-RTE-PM04-SON-101-7.1/8.1
Award Date02/12/2013
Closeout Date01/03/2017
Work DescriptionRECONSTRUCT INTERCHANGE
Location DescriptionSONOMA COUNTY IN PETALUMA FROM 0.6 MILE SOUTH TO 0.4 MILE NORTH OF OLD REDWOOD HIGHWAY OVERCROSSING
QA Service Level1 (Verified on 12/10/2012)

Sample Information

Sample Taken Date09/05/2014 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 testing09/09/2014
Sample typeQuality Control A brief description of the sampleconcrete cylinder
The quantity of what the sample constitutes2 concrete cylinder From where was the sample collectedOther
First name of sampler or witnessed byTony Last name of sampler or witnessed byChu
Title of samplerASR Telephone number of sampler
Laboratory sample identificationcl141065 Linked DIME Sample IDNot set
The fabricator/manufacturer/facility namefield Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number4100A
The truck number from where the sample was collectedna The batch plant ticket number from where the sample was collectedna
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedfield 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: 2014-09-05-3
DIME Test ID: 2014-09-05-3-1
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: 2014-10-03

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 10/03/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 158546 lb
Maximum load on cylinder 2: 160378 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: 28.27 in^2
Compressive strength of cylinder 1: 5608.3 psi
Compressive strength of cylinder 2: 5673.1 psi
Compressive strength (to nearest 10 psi):5640 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/3/2014