Summary for Test 2024-06-04-24-1
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 | 06/04/2024 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2024 | Sample type | Verification |
| A brief description of the sample | PCC cylinders | The quantity of what the sample constitutes | 55 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Sok |
| Last name of sampler or witnessed by | Thun | Title of sampler | ASR |
| Telephone number of sampler | 559 240 2128 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Outback Materials, Fresno | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 06-1G0504 | Structure name | Concrete Barrier Slab |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 72T1X39 |
|---|---|---|---|
| The truck number from where the sample was collected | 113 | The batch plant ticket number from where the sample was collected | 160996 |
| Concrete batch plant | Outback Materials | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | Concrete Barrier Slab at Wall 2 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-06-04-24
DIME Test ID: 2024-06-04-24-1
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: 2024-07-03
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 07/03/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 82360 lb
Maximum load on cylinder 2: 81950 lb
Maximum load on cylinder 3: 84620 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 3
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: 29 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 6454.5 psi
Compressive strength of cylinder 2: 6422.4 psi
Compressive strength of cylinder 3: 6668.2 psi
Compressive strength (to nearest 10 psi): 6520 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2024 ✔