Summary for Test 2023-07-27-34-5
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
| Award Date | 12/08/2020 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 07/27/2023 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 07/27/2023 |
| Sample type | Department Acceptance | A brief description of the sample | CRCP -12 field curing and 4 standard curing beams set #1 |
| The quantity of what the sample constitutes | 250 CY | From where was the sample collected | Source |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Watson |
| Title of sampler | Telephone number of sampler | 6615498281 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Hwy 223 off ramp sb 99 | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | G3-21-pCC-263 |
|---|---|---|---|
| The truck number from where the sample was collected | 19 | The batch plant ticket number from where the sample was collected | 35 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| 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: 2023-07-27-34
DIME Test ID: 2023-07-27-34-5
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-08-08
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: Measured
Tester's full name: James Watson
Date of test: 08/08/2023
Identification number: 66
Width of specimen: 5.95 inch
Width of specimen 2: 5.95 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.05 inch
Depth of specimen 2: 6.15 inch
Depth of specimen 3: 6.1 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7290 lb
Maximum load applied 2: 7060 lb
Maximum load applied 3: 7370 lb
Curing history and apparent moisture condition of the specimen: Good and field curing beams
If specimen was capped, ground or if leather shims were used: leather shims were used
Defects in specimen: 0
Age of specimen: 12 days
Age of specimen in hours: 0 hours
Modulus of rupture: 605 psi
Modulus of rupture 2: 565 psi
Modulus of rupture 3: 595 psi
Modulus of rupture average: 590 psi
General comments (publicly viewable) (Max 1000 characters): Field curing beams
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37085_230727_12D_66 | 214.57 KB | 08/08/2023 | 2023-07-27-34-5 | Info |
Test was verified on 8/8/2023 ✔