Summary for Test 2025-01-31-5-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000829 DEA: 061H6104 EFIS: 0625000083 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-22.74 |
| Award Date | 12/02/2024 |
| Closeout Date | 05/09/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/04/2024) |
Sample Information
| Sample Taken Date | 01/31/2025 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/03/2025 | Sample type | Verification |
| A brief description of the sample | Type II Cement | The quantity of what the sample constitutes | 71.5 CY |
| 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 | Assistant SR |
| Telephone number of sampler | (559) 240-2128 | 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 | NB 99 bridge over Tulare Creek | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 2804HF |
|---|---|---|---|
| The truck number from where the sample was collected | Load 2 Truck 1796 | The batch plant ticket number from where the sample was collected | 223219 |
| Concrete batch plant | Tulare 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 | Pier Walls |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-01-31-5
DIME Test ID: 2025-01-31-5-1
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: 2025-02-07
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: 02/07/2025
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: 4.00 in
Maximum load on cylinder 1: 46480 lb
Maximum load on cylinder 2: 46400 lb
Maximum load on cylinder 3: 47980 lb
Type of fracture pattern of cylinder 1: 5
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: 7 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: 12.57 in^2
Compressive strength of cylinder 1: 3697.7 psi
Compressive strength of cylinder 2: 3691.3 psi
Compressive strength of cylinder 3: 3817.0 psi
Compressive strength (to nearest 10 psi): 3740 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/7/2025 ✔