Summary for Test 2022-11-17-95-3
Test performed: ASTM C78-18Project Information
| Project Identifiers | Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-50-L0.2/R6.1 |
| Award Date | 06/30/2020 |
| Closeout Date | Not set |
| Work Description | Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC |
| Location Description | FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 11/17/2022 | Sample Unique Key | 95 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/18/2022 | Sample type | Quality Assurance |
| A brief description of the sample | CRCP Flexural Beam | The quantity of what the sample constitutes | 8.5 yards |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Jacob |
| Last name of sampler or witnessed by | Gregory | Title of sampler | Materials Tester |
| Telephone number of sampler | 19163758706 | Laboratory sample identification | 656 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Elite - Granite Bradshaw | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | CRCP US50 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CT600 |
|---|---|---|---|
| The truck number from where the sample was collected | 147 | The batch plant ticket number from where the sample was collected | 788 |
| Concrete batch plant | Elite Ready Mix Bradshaw | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Sampled from chute of ready mix truck | Where the material sample would have been placed if not sampled | CRCP |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-11-17-95
DIME Test ID: 2022-11-17-95-3
Testing Lab: Blackburn Consulting
Test Method: ASTM C78-18: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)
Test Release Date: 2023-02-08
Test Results
Number of specimens: 3
Unit system used?: US Units
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
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Ernesto Sanchez
Date of test: 12/15/2022
Identification number: 7
Width of specimen: 5.8 inch
Width of specimen 2: 5.8 inch
Width of specimen 3: 5.8 inch
Depth of specimen: 5.9 inch
Depth of specimen 2: 5.9 inch
Depth of specimen 3: 5.9 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8170 lb
Maximum load applied 2: 7990 lb
Maximum load applied 3: 8200 lb
Curing history and apparent moisture condition of the specimen: 28 days, wet
If specimen was capped, ground or if leather shims were used: Leather Shims
Defects in specimen: no
Age of specimen: 28 days
Age of specimen in hours: no data
Modulus of rupture: 730 psi
Modulus of rupture 2: 710 psi
Modulus of rupture 3: 730 psi
Modulus of rupture average: 725 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 3758.x 0H08U4 28 Day Beam Flextural Strength Report cast on 11-17-22 | 108.06 KB | 02/08/2023 | 2022-11-17-95-3 | Info |
Test was verified on 2/8/2023 ✔