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 |
|---|---|---|---|
| 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 | 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
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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 ✔