Summary for Test 2025-02-26-12-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 02/26/2025 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/26/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 3 4x8 concrete cylinders | The quantity of what the sample constitutes | 9 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Mohammed Salman |
| Last name of sampler or witnessed by | Alam | Title of sampler | ASR |
| Telephone number of sampler | 5104354230 | 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 | Franklin Crash Wall Bent-4, Column-7 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SL-4201CG |
|---|---|---|---|
| The truck number from where the sample was collected | 2465 | The batch plant ticket number from where the sample was collected | 343279 |
| Concrete batch plant | 138 | The fabricator/manufacturer designation for the sample | Shamrock Materials |
| A detailed description of where the material sample was collected | Back of the 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: 2025-02-26-12
DIME Test ID: 2025-02-26-12-3
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: 2025-03-27
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: 03/26/2025
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: 72655 lb
Maximum load on cylinder 2: 77250 lb
Maximum load on cylinder 3: 76410 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 12.57 in^2
Compressive strength of cylinder 1: 5780.0 psi
Compressive strength of cylinder 2: 6145.6 psi
Compressive strength of cylinder 3: 6078.8 psi
Compressive strength (to nearest 10 psi): 6000 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/27/2025 ✔