Summary for Test 2026-03-24-44-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1002039 DEA: 043X9804 EFIS: 0425000353 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-M0.01/M0.01 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/22/2026) |
Sample Information
| Sample Taken Date | 03/24/2026 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/27/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Pile cap | The quantity of what the sample constitutes | 120 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Nahom |
| Last name of sampler or witnessed by | Gebrezgiabhier | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Will update later | |
| 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 | D20119EA |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 191161 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Chute | 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: 2026-03-24-44
DIME Test ID: 2026-03-24-44-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-04-21
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Daniel Arreola
Date of test: 04/21/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 9.01 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 50625 lb
Maximum load on cylinder 2: 50860 lb
Maximum load on cylinder 3: 53690 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 5
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: 12.63 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 4030.0 psi
Compressive strength of cylinder 2: 4030.0 psi
Compressive strength of cylinder 3: 4270 psi
Compressive strength (to nearest 10 psi): 4110 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2026 ✔