Summary for Test 2025-03-18-10-2
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 | 03/18/2025 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/18/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 3 4x8 concrete cylinders | The quantity of what the sample constitutes | 3 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 | |
| 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 | 27-0090L | Structure name | FAOH Damaged Strands |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 3728LV |
|---|---|---|---|
| The truck number from where the sample was collected | 2453 | The batch plant ticket number from where the sample was collected | 351025 |
| 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 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: 2025-03-18-10
DIME Test ID: 2025-03-18-10-2
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: 2025-04-16
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: 04/15/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 85630 lb
Maximum load on cylinder 2: 82207 lb
Maximum load on cylinder 3: 85400 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: 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: 12.63 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 6779.9 psi
Compressive strength of cylinder 2: 6539.9 psi
Compressive strength of cylinder 3: 6729.7 psi
Compressive strength (to nearest 10 psi): 6680 psi
General comments (publicly viewable) (Max 1000 characters): Please break and provide results to Mr. Light
Test was verified on 4/16/2025 ✔