Summary for Test 2025-05-28-14-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000751 DEA: 060Y1704 EFIS: 0619000004 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-41-0.0/15.5 |
| Award Date | 03/03/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, OVERLAY HMA AND RHMA. |
| Location Description | KINGS COUNTY NEAR KETTLEMAN CITY FROM THE KERN COUNTY LINE TO 0.8 MILE SOUTH OF ROUTE 5 |
| QA Service Level | 1 (Verified on 05/07/2025) |
Sample Information
| Sample Taken Date | 05/28/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/29/2025 | Sample type | Acceptance |
| A brief description of the sample | Type II-V Cement | The quantity of what the sample constitutes | 23 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 | ASR |
| Telephone number of sampler | 5592402128 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Calportland Lemoor | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 45-0036 | Structure name | Barrier Rail Transition |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 163457 |
|---|---|---|---|
| The truck number from where the sample was collected | 2528 | The batch plant ticket number from where the sample was collected | 239306 |
| Concrete batch plant | Lemoore Plant | 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 | Barrier Rail Transition |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-05-28-14
DIME Test ID: 2025-05-28-14-1
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: 2025-06-25
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: 06/25/2025
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: 45640 lb
Maximum load on cylinder 2: 46030 lb
Maximum load on cylinder 3: 46960 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: 12.57 in^2
Compressive strength of cylinder 1: 3630.9 psi
Compressive strength of cylinder 2: 3661.9 psi
Compressive strength of cylinder 3: 3735.9 psi
Compressive strength (to nearest 10 psi): 3680 psi
General comments (publicly viewable) (Max 1000 characters): Required strenght 3600 psi @ 28 days
Test was verified on 6/25/2025 ✔