Summary for Test 2024-11-18-1-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1000293 DEA: 041X3204 EFIS: 0424000308 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-38.58 |
| Award Date | 02/22/2024 |
| Closeout Date | Not set |
| Work Description | Construct soldier pile wall, repair east side slide w/ concrete canvass, reconstruct roadway, reconstruct metal beam guardrail, pavement delineation, install structural shotcrete, stain concrete/shotcrete, install cable railing, and install erosions contr |
| Location Description | Ocean Cove (North) Emergency Wall at Walsh Landing |
| QA Service Level | 1 (Verified on 04/23/2024) |
Sample Information
| Sample Taken Date | 11/18/2024 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 11/22/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Type II/V |
| The quantity of what the sample constitutes | 36 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Richard | Last name of sampler or witnessed by | Jones |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | River Ready Forestville | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 20-0116 | |
| Structure name | Ocean Cove Emergency Wall | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 72105003R |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NA | |
| Concrete batch plant | Canyon Rock Forestville | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | Pile Cap |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-11-18-1
DIME Test ID: 2024-11-18-1-2
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: 2024-12-16
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: 12/16/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 1 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 84847 lb
Maximum load on cylinder 2: 85727 lb
Maximum load on cylinder 3: 87990 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): 3rd sample compressive strength > 7000 psi.
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: 6750.0 psi
Compressive strength of cylinder 2: 6820.0 psi
Compressive strength of cylinder 3: 7000 psi
Compressive strength (to nearest 10 psi): 6860 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): 3rd sample compressive strength > 7000 psi. equipment capacity is only 7000 psi
Test was verified on 12/16/2024 ✔