Summary for Test 2020-12-19-8-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 213970 DEA: 080K1214 EFIS: 0815000245 |
|---|---|
| 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 | 12/19/2020 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 12/20/2020 |
| 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 | Larry | Last name of sampler or witnessed by | Francisco |
| Title of sampler | TE | Telephone number of sampler | 19512323818 |
| Laboratory sample identification | 26C26D | 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 | sb i 15 outside travel way |
Material Information
| Material Type | Concrete | The concrete mix design number | LB0600AB |
|---|---|---|---|
| The truck number from where the sample was collected | CHUTE | The batch plant ticket number from where the sample was collected | 872686 |
| 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
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DIME Sample ID: 2020-12-19-8
DIME Test ID: 2020-12-19-8-1
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: 2021-12-10
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: Yes
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Larry Francisco
Date of test: 01/16/2021
Identification number: 26C D
Width of specimen: 5.9375 inch
Width of specimen 2: 6.0625 inch
Depth of specimen: 6 inch
Depth of specimen 2: 5.9735 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 4785 lb
Maximum load applied 2: 5420 lb
Cap thickness: 0 inch
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: 420 psi
Modulus of rupture 2: 480 psi
Modulus of rupture average: 480 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/10/2021 ✔