Summary for Test 2016-10-27-5-1

Test performed: CTM 523-July 2012

Project Information

Project IdentifiersProject ID: 208714
DEA: 08043514
EFIS: 0800000010
DIST-CO-RTE-PM08-SBD-58-R22.2/R31.1
Award Date12/30/2014
Closeout Date08/29/2018
Work DescriptionREALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location DescriptionHINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
QA Service Level1 (Verified on 03/22/2013)

Sample Information

Sample Taken Date10/27/2016 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 testing11/29/2016
Sample typeQuality Assurance A brief description of the sample set 118 EB Lane 1 station 1275.75
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byKenedy Last name of sampler or witnessed byEuBany
Title of samplerConsultant Tester Telephone number of samplerUnknown
Laboratory sample identificationset 118 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTeichert Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberLB15-0065RM
The truck number from where the sample was collected65 The batch plant ticket number from where the sample was collected65
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedfrom mix truck Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-10-27-5
DIME Test ID: 2016-10-27-5-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Test Release Date: 2021-10-29

Test Results


What test method is being used?: Center-Point Loading
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Lab procedure used: Method A
Input Type: Calculated
Tester's full name: Larry Francisco
Date of test: 11/29/2016
Identification number: set 118
Width of specimen: 6 inch
Depth of specimen: 6 inch
Span length of specimen: 21 inch
Maximum load applied: 7155 lb
Curing history and apparent moisture condition of the specimen: sand pit
If specimen was capped, ground or if leather shims were used: no
Defects in specimen: no
Age of specimen: 28 days
Modulus of rupture: no data
General comments (publicly viewable) (Max 1000 characters): 650

Test was verified on 10/29/2021