Summary for Test 2021-03-06-5-2

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 214340
DEA: 081G2914
EFIS: 0818000114
DIST-CO-RTE-PM08-SBD-10-27.9
Award Date05/22/2020
Closeout Date11/01/2021
Work DescriptionWIDEN EB OFF RAMP
Location DescriptionSAN BERNARDINO COUNTY IN REDLANDS AT CALIFORNIA STREET EASTBOUND EXIT RAMP
QA Service Level1 (Verified on 07/16/2020)

Sample Information

Sample Taken Date03/06/2021 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 testing03/07/2021
Sample typeAcceptance A brief description of the sampleRSC Flexural Beams
The quantity of what the sample constitutes3 beams From where was the sample collectedManufacturer
First name of sampler or witnessed byQC Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification1RA,1RB,1RC Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertsons Redlands 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 numberSM446B39
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTT-1
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete sample from wheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-03-06-5
DIME Test ID: 2021-03-06-5-2
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: 2021-03-24

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: J. Diaz
Date of test: 03/16/2021
Identification number: 1RB
Width of specimen: 6 inch
Depth of specimen: 6.1875 inch
Span length of specimen: 18 inch
Maximum load applied: 9830 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: 10 days
Modulus of rupture: 810 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/24/2021