Summary for Test 2024-09-27-70-3
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 994378 DEA: 040K6304 EFIS: 0416000111 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-29-16.4/19.0 |
| Award Date | 06/27/2023 |
| Closeout Date | 09/14/2026 |
| Work Description | BRIDGE RAIL REPLACEMENT AND SHOULDER WIDENING. |
| Location Description | NAPA COUNTY NEAR YOUNTVILLE AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF DRY CREEK BRIDGE TO 0.1 MILE NORTH OF CALIFORNIA DRIVE UNDERCROSSIG |
| QA Service Level | 1 (Verified on 10/27/2022) |
Sample Information
| Sample Taken Date | 09/27/2024 | Sample Unique Key | 70 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/16/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Approach Slab NB | The quantity of what the sample constitutes | 16 yd |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Amal |
| Last name of sampler or witnessed by | Mamlouk | Title of sampler | |
| Telephone number of sampler | 9166342698 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shamrock Napa | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 21-0051 | Structure name | Perfume Creek Bridge |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D101C5E1 |
|---|---|---|---|
| The truck number from where the sample was collected | 2436 | The batch plant ticket number from where the sample was collected | 693817 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Approach Slab NB | 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: 2024-09-27-70
DIME Test ID: 2024-09-27-70-3
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: 2024-10-29
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Nikhil Moon
Date of test: 10/28/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 1 lb
Average diameter of cylinder 1: 4.06 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.08 in
Maximum load on cylinder 1: 65591 lb
Maximum load on cylinder 2: 69323 lb
Maximum load on cylinder 3: 62670 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0.98
Correction factor for cylinder 2: 0.99
Correction factor for cylinder 3: 1.00
Age of specimen: 31 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.95 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 13.07 in^2
Compressive strength of cylinder 1: 4960.0 psi
Compressive strength of cylinder 2: 5460.0 psi
Compressive strength of cylinder 3: 4790 psi
Compressive strength (to nearest 10 psi): 5070 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/29/2024 ✔