Summary for Test 2023-03-06-28-1

Test performed: ASTM C293-10

Project Information

Project IdentifiersProject ID: 214341
DEA: 081J2004
EFIS: 0817000237
DIST-CO-RTE-PM08-SBD-15-R21.5/R22.0
Award Date11/16/2021
Closeout DateNot set
Work DescriptionEXTEND DECELARATION LANE
Location DescriptionSAN BERNARDINO COUNTY NEAR HESPERIA FROM 0.1 MILE NORTH OF ROUTE 15/138 SEPARATION TO GISH OVERHEAD
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date03/06/2023 Sample Unique Key28
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 testing03/07/2023
Sample typeQuality Assurance A brief description of the samplepcc beams rsc
The quantity of what the sample constitutes1 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 identification4B Linked DIME Sample ID
The fabricator/manufacturer/facility nameSully Miller 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 numberRRM122121
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedLOAD 4 AT 1055AM
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedAT THE JOBSITE Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-03-06-28
DIME Test ID: 2023-03-06-28-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: ASTM C293-10: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam With Center-Point Loading)
Test Release Date: 2023-03-22

Test Results


Unit system used?: US Units
Input Type: Calculated
Tester's full name: tony price
Date of test: 03/16/2023
Identification number: 4B
Width of specimen: 6.1 inch
Depth of specimen: 6 inch
Span length of specimen: 18 inch
Maximum load applied: 6650 lb
Curing history and apparent moisture condition of the specimen: SANDS PIT
If specimen was capped, ground or if leather shims were used: NO
Defects in specimen: NO
Age of specimen: 10 days
Modulus of rupture: 545 psi
General comments (publicly viewable) (Max 1000 characters): 570PSI@28 DAYS BREAK

Test was verified on 3/22/2023