Summary for Test 2022-03-13-11-1
Test performed: CTM 523-July 2012Project Information
| Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
| Award Date | 01/16/2019 |
| Closeout Date | 01/11/2024 |
| Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
| Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
| QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
| Sample Taken Date | 03/13/2022 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 03/14/2022 |
| Sample type | Quality Assurance | A brief description of the sample | SCI-12101-4 : OHL Batched Plant |
| The quantity of what the sample constitutes | 123 cy | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Mathew | Last name of sampler or witnessed by | Spencer |
| Title of sampler | TET | Telephone number of sampler | 8057790845 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | OHL Batch Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SCI-12101-4 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 14 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | At the OHL Batch Plant. | 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: 2022-03-13-11
DIME Test ID: 2022-03-13-11-1
Testing Lab: CT D05 - Big Sur Field Laboratory
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Test Release Date: 2022-12-09
Test Results
What test method is being used?: Third-Point Loading
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Lab procedure used: Method A
Input Type: Calculated
Tester's full name: Mathew Spencer
Date of test: 03/14/2022
Identification number: 220314
Width of specimen: 6 inch
Depth of specimen: 6 inch
Span length of specimen: 21 inch
Maximum load applied: 0 lb
Curing history and apparent moisture condition of the specimen: good
If specimen was capped, ground or if leather shims were used: leather shims
Defects in specimen: no
Age of specimen: 28 days
Modulus of rupture: 740 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/9/2022 ✔