Summary for Test 2019-12-15-2-3

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Award Date11/09/2018
Closeout Date09/15/2021
Work DescriptionPAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date12/15/2019 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 testing12/16/2019
Sample typeAcceptance A brief description of the sampleconcrete beams
The quantity of what the sample constitutes3 beams From where was the sample collectedJob Site
First name of sampler or witnessed byS Last name of sampler or witnessed byBlack
Title of sampler Telephone number of sampler
Laboratory sample identification7RA, 7RB, 7RC Linked DIME Sample ID
The fabricator/manufacturer/facility nameGL THROOP Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier33-paving
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number2010-007
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedtt1
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedon jobsite at concrete 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: 2019-12-15-2
DIME Test ID: 2019-12-15-2-3
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2019-12-30

Test Results


Number of specimens: 1
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Input Type: Calculated
Tester's full name: A. ALZUBI, I.NAJJAR
Date of test: 12/24/2019
Identification number: 7RC
Width of specimen: 6 inch
Depth of specimen: 6 inch
Span length of specimen: 18 inch
Maximum load applied: 7420 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, including numbers of beams discarded during test: NO
Age of specimen: 9 days
Modulus of rupture: 650 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/30/2019