Summary for Test 2024-06-21-3-6
Test performed: ASTM C39-17aProject 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 | 06/21/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 06/21/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Type II/IV |
| The quantity of what the sample constitutes | 31 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 | 15309414305 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | River Ready Mix | 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 | 72203043F |
|---|---|---|---|
| The truck number from where the sample was collected | 251 | The batch plant ticket number from where the sample was collected | 1651335 |
| Concrete batch plant | Canyon Rock Forestville | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | Soldier Piles 11&13 |
| From Lot No. | 618547 | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-06-21-3
DIME Test ID: 2024-06-21-3-6
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-07-05
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 07/05/2024
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 59723 lbf
Maximum load on cylinder 2: 58473 lbf
Maximum load on cylinder 3: 53594 lbf
Type of fracture pattern of cylinder 1: 4
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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 4729.0 psi
Compressive strength of cylinder 2: 4607.0 psi
Compressive strength of cylinder 3: 4244.0 psi
Compressive strength (to nearest 10 psi): 4530 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 7/5/2024 ✔