Summary for Test 2024-06-07-122-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994686 DEA: 051K4604 EFIS: 0518000210 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-29.7/32.2 |
| Award Date | 09/01/2023 |
| Closeout Date | 04/01/2025 |
| Work Description | COLD PLANE, PLACE HMA, RHMA, CONC PVMT, MODIFY SIGNAL AND LIGHTING. |
| Location Description | SAN LUIS OBISPO COUNTY IN PASO ROBLES FROM 300 FEET WEST OF ROUTE 101/46 SEPARATION TO 0.1 MILE EAST OF AIRPORT ROAD |
| QA Service Level | 1 (Verified on 04/18/2023) |
Sample Information
| Sample Taken Date | 06/07/2024 | Sample Unique Key | 122 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/07/2024 | Sample type | Quality Assurance |
| A brief description of the sample | PCC cylinders | The quantity of what the sample constitutes | 100CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Austin |
| Last name of sampler or witnessed by | kirby | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CALPORTLAND | |
| 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 Core | Detail description | 28 Day |
|---|---|---|---|
| Structure names | crash cushion pad | Type of material | PCC Concrete |
Test Details
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DIME Sample ID: 2024-06-07-122
DIME Test ID: 2024-06-07-122-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-12-13
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: isaac larey-chezem
Date of test: 07/05/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 55067 lb
Maximum load on cylinder 2: 57553 lb
Maximum load on cylinder 3: 55904 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 1
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: 672 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: 12.57 in^2
Compressive strength of cylinder 1: 4380.8 psi
Compressive strength of cylinder 2: 4578.6 psi
Compressive strength of cylinder 3: 4447.4 psi
Compressive strength (to nearest 10 psi): 4470 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 05-1K4604_37070_ILC_CTM521_CRASHCUSHIONPAD_3X_28DAY | xlsx | 17.01 KB | 12/13/2024 | 2024-06-07-122-1 | Info |
Test was verified on 12/13/2024 ✔