Summary for Test 2016-02-25-2-3

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209732
DEA: 072881U4
EFIS: 0714000085
DIST-CO-RTE-PM07-LA-210-R16.1/R25.8
Award Date02/06/2015
Closeout Date02/18/2020
Work DescriptionCONSTRUCT CONCRETE PAVEMENT, PRECAST CONCRETE PANELS, AND SLABS.
Location DescriptionLOS ANGELES COUNTY IN LA CANADA FLINTRIDGE, GLENDALE AND PASADENA FROM DUNSMORE AVENUE UNDERCROSSING TO NORTH LOS ROBLES AVENUE OVERCROSSING
QA Service Level1 (Verified on 11/04/2014)

Sample Information

Sample Taken Date02/25/2016 Sample Unique Key2
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 testing02/29/2016
Sample typeQuality Control A brief description of the sample6X12
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byBRAIDY Last name of sampler or witnessed byFernandez
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification927-52 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNATIONAL READY Transportation Laboratory (TL) Number2252
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier210 FWY DUNSMORE TO LOS ROBLES
Structure nameAPPROACH SLABS EB WALTONIA WEST CONNECTOR EAST CONNECTOR

Material Information

Material TypeConcrete The concrete mix design numberS72036
The truck number from where the sample was collectedNP The batch plant ticket number from where the sample was collected192547
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 5 Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-02-25-2
DIME Test ID: 2016-02-25-2-3
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: 2016-03-10

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 03/10/2016
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: 106920 lb
Maximum load on cylinder 2: 110550 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 14 days
Age of specimen in hours: no data
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: 3806.3 psi
Compressive strength of cylinder 2: 3935.6 psi
Compressive strength (to nearest 10 psi): 3870 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/10/2016