Summary for Test 2024-04-11-37-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995260 DEA: 061G0504 EFIS: 0623000195 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-VAR,(180),245-99/104, (99.0)/0.0/(104.0)/9.0 |
| Award Date | 03/29/2023 |
| Closeout Date | Not set |
| Work Description | Routes 180, 245 Emergency Slip Out Repair |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/20/2023) |
Sample Information
| Sample Taken Date | 04/11/2024 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/12/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Test Samples | The quantity of what the sample constitutes | 12 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ye |
| Last name of sampler or witnessed by | Yang | Title of sampler | ASR |
| Telephone number of sampler | 559-779-0446 | Laboratory sample identification | 148 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Outback Materials | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Wall 2 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 40F5G07 |
|---|---|---|---|
| The truck number from where the sample was collected | 103 | The batch plant ticket number from where the sample was collected | 157626 |
| Concrete batch plant | Outback Materials | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Wheelbarrow from concrete truck | Where the material sample would have been placed if not sampled | Pile 2, 5 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-04-11-37
DIME Test ID: 2024-04-11-37-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-05-09
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Gurjeet Litt
Date of test: 05/09/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 3.99 in
Maximum load on cylinder 1: 94520 lb
Maximum load on cylinder 2: 97910 lb
Maximum load on cylinder 3: 97280 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Compressive strength of cylinder 1: 7519.5 psi
Compressive strength of cylinder 2: 7789.2 psi
Compressive strength of cylinder 3: 7782.4 psi
Compressive strength (to nearest 10 psi): 7700 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/9/2024 ✔