Summary for Test 2014-09-05-4-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 208919
DEA: 042A1104
EFIS: 0400000808
DIST-CO-RTE-PM04-NAP-121-20.2/20.4PM
Award Date10/24/2013
Closeout Date01/14/2016
Work DescriptionBRIDGE REMOVAL, BRIDGE REPLACEMENT AND ROADWAY WIDENING.
Location DescriptionNAPA COUNTY ABOUT 2 MILES SOUTH OF JUNCTION OF ROUTE 128 AT CAPELL CREEK BRIDGE.
QA Service Level1 (Verified on 10/24/2013)

Sample Information

Sample Taken Date09/05/2014 Sample Unique Key4
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 testing09/11/2014
Sample typeQuality Control A brief description of the sampleconcrete cylinder
The quantity of what the sample constitutes2 concrete cyliinder From where was the sample collectedOther
First name of sampler or witnessed byGamal Last name of sampler or witnessed byAbushaban
Title of samplerTE Telephone number of sampler
Laboratory sample identificationcl141072 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 numberna
The truck number from where the sample was collected 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: 2014-09-05-4
DIME Test ID: 2014-09-05-4-1
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: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 131418 lb
Maximum load on cylinder 2: 127328 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: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4678.5 psi
Compressive strength of cylinder 2: 4532.9 psi
Compressive strength (to nearest 10 psi): 4610 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph

Test was verified on 10/3/2014