Summary for Test 2026-06-30-54-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000074 DEA: 042Q4204 EFIS: 0419000011 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116-30 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | BRIDGE RAIL UPGRADE AND REPLACEMENT |
| Location Description | JONES CREEK |
| QA Service Level | 1 (Verified on 01/23/2024) |
Sample Information
| Sample Taken Date | 06/30/2026 | Sample Unique Key | 54 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/10/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 4 x8 |
| The quantity of what the sample constitutes | 3 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Harry | Last name of sampler or witnessed by | Suryantaro |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Ghilotti Construction | 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 | 6010503F |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Transit Mixer Chute | |
| 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: 2026-06-30-54
DIME Test ID: 2026-06-30-54-1
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: 2026-07-10
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: 07/10/2026
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: 50760 lb
Maximum load on cylinder 2: 48600 lb
Maximum load on cylinder 3: 50880 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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: 10 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: 4038.2 psi
Compressive strength of cylinder 2: 3866.3 psi
Compressive strength of cylinder 3: 4047.7 psi
Compressive strength (to nearest 10 psi): 3980 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2026 ✔