Summary for Test 2026-07-01-64-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1000074 DEA: 042Q4204 EFIS: 0419000011 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116-19.9/33.4 |
| Award Date | 10/21/2025 |
| 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 | 07/01/2026 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/14/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 4 x 8 cylinders | 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 | River Ready Mix | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Gossage Creek bridge - 20-0104 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 60101503f |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 243 | |
| 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: 2026-07-01-64
DIME Test ID: 2026-07-01-64-2
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: 2026-07-29
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: 07/29/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 9 lb
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: 67130 lb
Maximum load on cylinder 2: 68975 lb
Maximum load on cylinder 3: 68030 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 6
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: 0 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: 5340.0 psi
Compressive strength of cylinder 2: 5490.0 psi
Compressive strength of cylinder 3: 5410 psi
Compressive strength (to nearest 10 psi): 5410 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/29/2026 ✔