Summary for Test 2018-09-19-13-1
Test performed: ASTM C78-10Project Information
| Project Identifiers | Project ID: 209695 DEA: 08347704 EFIS: 0800000616 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-SR-58-0/12.9 |
| Award Date | 11/10/2017 |
| Closeout Date | 01/14/2021 |
| Work Description | (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
| Location Description | SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
| QA Service Level | 1 (Verified on 12/01/2017) |
Sample Information
| Sample Taken Date | 09/19/2018 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/17/2018 | Sample type | Quality Assurance |
| A brief description of the sample | casting 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 Civil |
| Telephone number of sampler | Laboratory sample identification | set 15 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kiewitt Plant | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | LB18-0029 |
|---|---|---|---|
| The truck number from where the sample was collected | 125 | The batch plant ticket number from where the sample was collected | na |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | KIEWITT |
| A detailed description of where the material sample was collected | station 634 75 WB | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-09-19-13
DIME Test ID: 2018-09-19-13-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: ASTM C78-10: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)
Test Release Date: 2019-02-01
Test Results
Unit system used?: US Units
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Input Type: Measured
Tester's full name: Minh Pham
Date of test: 10/17/2018
Identification number: 15A
Width of specimen: 6 inch
Depth of specimen: 6.0938 inch
Span length of specimen: 18 inch
Maximum load applied: 8910 lb
Curing history and apparent moisture condition of the specimen: sand pit
If specimen was capped, ground or if leather shims were used: no
Defects in specimen: no
Age of specimen: 28 days
Modulus of rupture: 720 psi
General comments (publicly viewable) (Max 1000 characters): 760 psi
Test was verified on 1/25/2019 ✔