Summary for Test 2022-09-29-22-1

Test performed: CTM 524-March 2013

Project Information

Project IdentifiersProject ID: 993511
DEA: 120R2004
EFIS: 1218000065
DIST-CO-RTE-PM12-ORA-5-0.0/2.0
Award Date04/14/2022
Closeout DateNot set
Work DescriptionPLACE PRECAST CONCRETE PAVEMENT AND REPLACE CONCRETE SLAB.
Location DescriptionORANGE COUNTY IN SAN CLEMENTE FROM ORANGE COUNTY LINE TO 0.4 MILE NORTH OF EL CAMINO REAL UNDERCROSSING
QA Service Level1 (Verified on 01/24/2022)

Sample Information

Sample Taken Date09/29/2022 Sample Unique Key22
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 testing09/29/2022
Sample typeAcceptance A brief description of the sampleRSC Flexural Beams
The quantity of what the sample constitutes3 concrete beams+1 extra From where was the sample collectedJob Site
First name of sampler or witnessed byRMA QC Last name of sampler or witnessed byRMA QC
Title of samplerTET Telephone number of sampler9492794998
Laboratory sample identification22-0368 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 identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number2010-007
The truck number from where the sample was collected112 The batch plant ticket number from where the sample was collected1
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedJPCP-RS beams poured at SB EL Camino Real Onramp at Mainline SB I-5 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-09-29-22
DIME Test ID: 2022-09-29-22-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2022-10-05

Test Results


Number of specimens: 3
Does the testing machine measure load or stress on the beam specimen?: Load
Fracture initiates in the tension surface: Outside of the Middle Third of the Span Lengt
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Sam Jamyari
Date of test: 10/02/2022
Identification number: 22-0368
Width of specimen: 5.94 inch
Width of specimen 2: 6.04 inch
Width of specimen 3: 6.04 inch
Depth of specimen: 6.3 inch
Depth of specimen 2: 6.08 inch
Depth of specimen 3: 6.33 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8400 lb
Maximum load applied 2: 7900 lb
Maximum load applied 3: 6800 lb
Curing history and apparent moisture condition of the specimen: Sand pit/Lime water bath (Contract Specs.)
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: 3 days
Age of specimen in hours: no data
General comments (publicly viewable) (Max 1000 characters): <<3 days break on Sun, Oct 2, 2022>>

Test was verified on 10/5/2022