Summary for Test 2025-04-14-10-4
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000264 DEA: 060W90U4 EFIS: 0623000128 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-198,216-R11.6/R11.9,R0.0/2.7 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | HMA AND MODIFYING SIGNAL AND LIGHTING SYSTEMS. |
| Location Description | TULARE COUNTY IN AND NEAR VISALIA ON ROUTE 216 FROM 0.2 MILE SOUTH OF LOVERS LANE UNDERCROSSING TO 0.2 MILE EAST OF MCAULIFF STREET AND ON ROUTE 198 FROM 0.1 MILE WEST TO 0.2 MILE EAST OF LOVERS LANE UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 04/14/2025 | Sample Unique Key | 10 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 04/15/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Retaining wall footing |
| The quantity of what the sample constitutes | 86.5 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Adam | Last name of sampler or witnessed by | Mahmoud |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 62 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Calportland farmersville | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Retaining wall | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 172457 |
|---|---|---|---|
| The truck number from where the sample was collected | 0700 | The batch plant ticket number from where the sample was collected | 232382 |
| Concrete batch 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 | Retaining wall footing |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-04-14-10
DIME Test ID: 2025-04-14-10-4
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-05-05
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 05/05/2025
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: 54281 lb
Maximum load on cylinder 2: 57098 lb
Maximum load on cylinder 3: 57062 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 21 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: 4318.3 psi
Compressive strength of cylinder 2: 4542.4 psi
Compressive strength of cylinder 3: 4539.5 psi
Compressive strength (to nearest 10 psi): 4470 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/5/2025 ✔