Summary for Test 2026-06-25-39-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001574 DEA: 060X4304 EFIS: 0618000065 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5725-- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | TREE CREW AND SPECIAL CREWS BUILDING. |
| Location Description | FRESNO COUNTY IN FRESNO AT WEST AVENUE MAINTENANCE STATION AT 1283 NORTH WEST AVENUE |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 06/25/2026 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/25/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 9 cylinders testing footing & shear wall | The quantity of what the sample constitutes | 220 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Tyler |
| Last name of sampler or witnessed by | Freeman | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex Fresno | |
| 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 | 1636772 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 32042170 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Footing and shear wall (Gridline J roughly) | 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: 2026-06-25-39
DIME Test ID: 2026-06-25-39-1
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: 2026-07-02
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: 07/02/2026
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: 33015 lb
Maximum load on cylinder 2: 32961 lb
Maximum load on cylinder 3: 33796 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: 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: 2626.5 psi
Compressive strength of cylinder 2: 2622.2 psi
Compressive strength of cylinder 3: 2688.6 psi
Compressive strength (to nearest 10 psi): 2650 psi
General comments (publicly viewable) (Max 1000 characters): Required strenght 4000 psi @ 28 days
Test was verified on 7/2/2026 ✔