Summary for Test 2025-05-15-50-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
| Award Date | 01/18/2022 |
| Closeout Date | Not set |
| Work Description | Highway widening, overhead signs, and electronic toll system. |
| Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 05/15/2025 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/22/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Cement type II/V. | The quantity of what the sample constitutes | 3 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Axel |
| Last name of sampler or witnessed by | Metzler | 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 | Davis St- Bent 2 footing, Pile cap top mat overlay | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | Cemex 1615759 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 31612308 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of Truck Load 1 | 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: 2025-05-15-50
DIME Test ID: 2025-05-15-50-1
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: 2025-07-31
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: 07/31/2025
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: 50829 lb
Maximum load on cylinder 2: 65845 lb
Maximum load on cylinder 3: 70809 lb
Type of fracture pattern of cylinder 1: 5
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: 77 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: 4043.7 psi
Compressive strength of cylinder 2: 5238.3 psi
Compressive strength of cylinder 3: 5633.2 psi
Compressive strength (to nearest 10 psi): 4970 psi
General comments (publicly viewable) (Max 1000 characters): Vallejo Lab received on 07/16/2025
Test was verified on 7/31/2025 ✔