Summary for Test 2020-12-04-18-1
Test performed: CTM 524-March 2013Project Information
Project Identifiers | Project ID: 213970 DEA: 080K1214 EFIS: 0815000245 |
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DIST-CO-RTE-PM | 08-SBD-15-12.5/14.8 |
Award Date | 12/23/2019 |
Closeout Date | 01/18/2022 |
Work Description | REPLACE PCC PAVEMENT WITH JPCP AND PRECAST JOINTED CONCRETE PAVEMENT. |
Location Description | SAN BERNARDINO COUNTY IN FONTANA AND NEAR DEVORE FROM 0.3 MILE SOUTH OF SIERRA AVENUE UNDERCROSSING TO GLEN HELEN PARKWAY UNDERCROSSING |
QA Service Level | 1 (Verified on 12/12/2019) |
Sample Information
Sample Taken Date | 12/04/2020 | Sample Unique Key | 18 |
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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 testing | 12/06/2020 |
Sample type | Quality Assurance | A brief description of the sample | Concrete beams |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Julius | Last name of sampler or witnessed by | E |
Title of sampler | TE | Telephone number of sampler | 19512323818 |
Laboratory sample identification | 20C20D | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | robertsons | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Julius E |
Material Information
Material Type | Concrete | The concrete mix design number | LB0600AB |
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The truck number from where the sample was collected | CHUTE | The batch plant ticket number from where the sample was collected | 5869392 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | Robertsons Batch Plant Lucerne | |
A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-12-04-18
DIME Test ID: 2020-12-04-18-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2021-12-08
Test Results
Number of specimens: 2
Does the testing machine measure load or stress on the beam specimen?: Load
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Julius E
Date of test: 01/01/2021
Identification number: 20C D
Width of specimen: 5.9375 inch
Width of specimen 2: 5.9375 inch
Depth of specimen: 5.9375 inch
Depth of specimen 2: 6 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 4980 lb
Maximum load applied 2: 5025 lb
Curing history and apparent moisture condition of the specimen: CURING ROOM
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: 28 days
Age of specimen in hours: no data
Modulus of rupture: 450 psi
Modulus of rupture 2: 440 psi
Modulus of rupture average: 450 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/8/2021 ✔