Summary for Test 2023-08-16-36-5
Test performed: CTM 523-May 2020Project Information
Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
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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 | 08/16/2023 | Sample Unique Key | 36 |
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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 | 08/16/2023 |
Sample type | Department Acceptance | A brief description of the sample | CRCP - 12 field beams and 4 standard beams |
The quantity of what the sample constitutes | 190 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-264 |
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The truck number from where the sample was collected | 18 | The batch plant ticket number from where the sample was collected | 19 |
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
DIME Sample ID: 2023-08-16-36
DIME Test ID: 2023-08-16-36-5
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-08-22
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: Neale Brown
Date of test: 08/22/2023
Identification number: 92
Width of specimen: 5.95 inch
Width of specimen 2: 6 inch
Width of specimen 3: 5.95 inch
Depth of specimen: 6.15 inch
Depth of specimen 2: 6.1 inch
Depth of specimen 3: 6.15 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7410 lb
Maximum load applied 2: 7140 lb
Maximum load applied 3: 6800 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: 6 days
Age of specimen in hours: 0 hours
Modulus of rupture: 595 psi
Modulus of rupture 2: 575 psi
Modulus of rupture 3: 545 psi
Modulus of rupture average: 570 psi
General comments (publicly viewable) (Max 1000 characters): Field cure beams set # 92
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0Q9204_37085_230816_6D_92 | 186.29 KB | 08/22/2023 | 2023-08-16-36-5 | Info |
Test was verified on 8/22/2023 ✔