Summary for Test 2024-10-17-71-3
Test performed: ASTM C39-17aProject 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 | 10/17/2024 | Sample Unique Key | 71 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/13/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Barrier NB Perfume | The quantity of what the sample constitutes | 18 |
| 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 | ASR |
| Telephone number of sampler | 9166342698 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shamrock Materials | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Perfume Creek Bridge | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D20115EA |
|---|---|---|---|
| The truck number from where the sample was collected | 2451 | The batch plant ticket number from where the sample was collected | 706786 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | wheelbarrow | 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: 2024-10-17-71
DIME Test ID: 2024-10-17-71-3
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: 2024-11-27
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: 11/14/2024
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: 46032 lb
Maximum load on cylinder 2: 49172 lb
Maximum load on cylinder 3: 43772 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0.99
Correction factor for cylinder 2: 0.99
Correction factor for cylinder 3: 0.98
Age of specimen: 28 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: 3625.4 psi
Compressive strength of cylinder 2: 3872.7 psi
Compressive strength of cylinder 3: 3412.6 psi
Compressive strength (to nearest 10 psi): 3640 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/27/2024 ✔