Summary for Test 2020-12-05-9-1
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 | 12/05/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 21C 21D |
| 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 | |
| Bid Item | Not set |
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 | 5869481 |
| 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: 2020-12-05-9
DIME Test ID: 2020-12-05-9-1
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: Yes
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Julius E
Date of test: 01/02/2021
Identification number: 21C D
Width of specimen: 5.875 inch
Width of specimen 2: 5.875 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 3090 lb
Maximum load applied 2: 5155 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: 270 psi
Modulus of rupture 2: 450 psi
Modulus of rupture average: 360 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/8/2021 ✔