Summary for Test 2014-08-19-1-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 208679
DEA: 100S1104
EFIS: 1000000229
COOP: 10406
DIST-CO-RTE-PM10-SJ-4,5-Var
Award Date12/16/2013
Closeout Date01/03/2019
Work DescriptionSR-4 FREEWAY EXTENSION
Location DescriptionIN SAN JOAQUIN COUNTY
QA Service Level1 (Verified on 03/25/2013)

Sample Information

Sample Taken Date08/19/2014 Sample Unique Key1
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 testing08/22/2014
Sample typeQuality Control A brief description of the samplecylinders
The quantity of what the sample constitutes2 From where was the sample collectedOther
First name of sampler or witnessed bySIMON Last name of sampler or witnessed bySAMPLER
Title of samplerASR Telephone number of sampler
Laboratory sample identificationCL140994 Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameKJFFJHFSDJF 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 number0000000000
The truck number from where the sample was collected00000000000000 The batch plant ticket number from where the sample was collected0000000000
Concrete batch plant The fabricator/manufacturer designation for the sample000000000000000
A detailed description of where the material sample was collectedFEILD 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: 2014-08-19-1
DIME Test ID: 2014-08-19-1-1
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: 2014-09-16

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: 09/16/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 162081 lb
Maximum load on cylinder 2: 164567 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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5713.1 psi
Compressive strength of cylinder 2: 5800.7 psi
Compressive strength (to nearest 10 psi): 5760 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/16/2014