Summary for Test 2021-10-14-60-1

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 215556
DEA: 081L6504
EFIS: 0820000131
DIST-CO-RTE-PM08-SBD-40,58-Var
Award Date06/18/2021
Closeout DateNot set
Work DescriptionREPLACE AC SURFACING, RUBBERIZED HMA, SLAB REPLACEMENT & STRIPING.
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date10/14/2021 Sample Unique Key60
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 testing10/14/2021
Sample typeQuality Assurance A brief description of the samplePCC Rapid set beams
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byLarry Last name of sampler or witnessed byFrancisco
Title of samplerte Telephone number of sampler
Laboratory sample identification10082021-SET NO 6 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFEC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameRTE 58 WB LN 1 PM 12 dot 0

Material Information

Material TypeConcrete The concrete mix design numberSM446BR2
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedAT THE JOB SITE Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-10-14-60
DIME Test ID: 2021-10-14-60-1
Testing Lab: CT D08 - Barstow Field Testing Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2021-11-03

Test Results


Number of specimens: 3
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: larry Francisco
Date of test: 10/14/2021
Identification number: 6A,6B, 6C
Width of specimen: 6.08 inch
Width of specimen 2: 6.05 inch
Width of specimen 3: 6.08 inch
Depth of specimen: 6.0833 inch
Depth of specimen 2: 6.0867 inch
Depth of specimen 3: 6.08 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 4760 lb
Maximum load applied 2: 4860 lb
Maximum load applied 3: 4870 lb
Curing history and apparent moisture condition of the specimen: 12 HRS 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: 0 days
Modulus of rupture: 400 psi
Modulus of rupture 2: 410 psi
Modulus of rupture 3: 410 psi
Modulus of rupture average:410 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/3/2021