Summary for Test 2026-09-14-57-1
Test performed: ASTM C39-17aProject 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 | 09/14/2026 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Br-NO-20-0094 | The quantity of what the sample constitutes | 3 |
| From where was the sample collected | Other | First name of sampler or witnessed by | Harry |
| Last name of sampler or witnessed by | Suryantoro | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex | |
| 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 | 60101503F |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 00000 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | CHUTE FROM TRUCK | 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: 2026-09-14-57
DIME Test ID: 2026-09-14-57-1
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: 2026-10-12
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Nikhil Moon
Date of test: 10/12/2026
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: 4.01 in
Maximum load on cylinder 1: 59920 lb
Maximum load on cylinder 2: 58650 lb
Maximum load on cylinder 3: 59750 lb
Type of fracture pattern of cylinder 1: 3
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: 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: 12.57 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 4766.9 psi
Compressive strength of cylinder 2: 4665.9 psi
Compressive strength of cylinder 3: 4730.8 psi
Compressive strength (to nearest 10 psi): 4720 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2026 ✔