Summary for Test 2025-10-30-35-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1001789 DEA: 043X5704 EFIS: 0425000286 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/24/2025) |
Sample Information
| Sample Taken Date | 10/30/2025 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 10/30/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Type II Cement |
| The quantity of what the sample constitutes | 8CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Caldeorn |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Canyon ROCK | 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 | 72105003R |
|---|---|---|---|
| The truck number from where the sample was collected | 261 | The batch plant ticket number from where the sample was collected | 1763682 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | bucket | 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: 2025-10-30-35
DIME Test ID: 2025-10-30-35-2
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-11-26
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mario Periera Vaz
Date of test: 11/25/2025
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: 61200 lb
Maximum load on cylinder 2: 64835 lb
Maximum load on cylinder 3: 67055 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 3
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: 27 days
Age of specimen in hours: no data
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: 4868.7 psi
Compressive strength of cylinder 2: 5157.9 psi
Compressive strength of cylinder 3: 5334.5 psi
Compressive strength (to nearest 10 psi): 5120 psi
General comments (publicly viewable) (Max 1000 characters): These cylinders are established from 4/6, 5/6, and 6/6 cylinders with a sharpy notes in the cylinder. Testing on day 27 due to holiday conflict.
Test was verified on 11/26/2025 ✔