Summary for Test 2026-09-10-64-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000511 DEA: 06487404 EFIS: 0616000029 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-35.8/37.1 |
| Award Date | 01/14/2025 |
| Closeout Date | Not set |
| Work Description | Caldwell Interchange SR99/Ave280 (Visalia) - Replace Bridge Structures and Construct Roundabouts. |
| Location Description | TULARE COUNTY IN AND NEAR VISALIA FROM 0.6 MILE SOUTH OF AVENUE 280 OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 280 OVERCROSSING |
| QA Service Level | 1 (Verified on 08/27/2024) |
Sample Information
| Sample Taken Date | 09/10/2026 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/11/2026 | Sample type | Quality Control |
| A brief description of the sample | TYPE II /V | The quantity of what the sample constitutes | 8.50 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | JOEY |
| Last name of sampler or witnessed by | BUCKLER | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CEMEX -REDLANDS | |
| 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 | The concrete mix design number | 1610974 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 32134610 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | CONCRETE SAMPLE FROM WHEELBARROW | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-09-10-64
DIME Test ID: 2026-09-10-64-1
Testing Lab: Surecast West
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-09-25
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: JOEY BUCKLER
Date of test: 09/23/2026
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: 64430 lb
Maximum load on cylinder 2: 67330 lb
Maximum load on cylinder 3: 65600 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 13 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 (to nearest 10 psi): 5240 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2026 ✔