Summary for Test 2018-02-09-5-2

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 211889
DEA: 08368514
EFIS: 0813000077
DIST-CO-RTE-PM08-SBD-15-81.1/87.5&177.3/181.1
Award Date05/02/2017
Closeout Date12/09/2019
Work DescriptionCONSTRUCT AIF AND DEMOLISH EXISTING AIF IN YERMO
Location DescriptionSAN BERNARDINO COUNTY FROM 0.6 MILE NORTH OF YERMO ROAD OVERCROSSING TO 1.0 MILE SOUTH OF MINNEOLA ROAD OVERCROSSING AND FROM 1.2 MILE NORTH OF NIPTON ROAD OVERCROSSING TO 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING
QA Service Level1 (Verified on 04/07/2017)

Sample Information

Sample Taken Date02/09/2018 Sample Unique Key5
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 testing02/15/2018
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byhakim Last name of sampler or witnessed byAl Fayiz
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification968-209 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namenp Transportation Laboratory (TL) Number20180202
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierbr slab top deck
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number1598750
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectednp
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedtruck Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-02-09-5
DIME Test ID: 2018-02-09-5-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-02-27

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 02/20/2018
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: 121245 lb
Maximum load on cylinder 2: 124710 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 1
Age of specimen: 11 days
Age of specimen in hours: no data
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: 4273.7 psi
Compressive strength of cylinder 2: 4395.8 psi
Compressive strength (to nearest 10 psi): 4330 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/20/2018