Summary for Test 2022-04-04-17-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 214590 DEA: 043G4744 EFIS: 0412000074 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN,MRN-580-6.9/7.8,0.0/2.5 |
| Award Date | 01/14/2021 |
| Closeout Date | 08/19/2024 |
| Work Description | CLEAN AND PAINT STRUCTURAL STEEL BRIDGE. |
| Location Description | CONTRA COSTA AND MARIN COUNTIES IN RICHMOND AND SAN RAFAEL FROM 0.8 MILE WEST OF TOLL PLAZA TO 0.1 MILE EAST OF MAIN STREET |
| QA Service Level | 1 (Verified on 02/18/2020) |
Sample Information
| Sample Taken Date | 04/04/2022 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/05/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 3 - 4x8" Concrete Cylinders | The quantity of what the sample constitutes | 3 - 4x8 cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Rommoney |
| Last name of sampler or witnessed by | Wu | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Field | |
| 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 | 1 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Field | 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: 2022-04-04-17
DIME Test ID: 2022-04-04-17-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-06-25
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Andre Totari
Date of test: 04/07/2022
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 80375 lb
Maximum load on cylinder 2: 85990 lb
Maximum load on cylinder 3: 81130 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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: 2 days
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 6394.2 psi
Compressive strength of cylinder 2: 6879.2 psi
Compressive strength of cylinder 3: 6454.3 psi
Compressive strength (to nearest 10 psi): 6580 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2024 ✔