Summary for Test 2023-05-22-3-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 994494 DEA: 042Y9904 EFIS: 0423000186 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-34.5, 34.5/34.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Fort Ross Wall EFA |
| Location Description | 11 miles north of Jenner |
| QA Service Level | 1 (Verified on 03/13/2023) |
Sample Information
| Sample Taken Date | 05/22/2023 | Sample Unique Key | 3 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 05/26/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Micro Pile Concrete Backfill Wet Mix |
| The quantity of what the sample constitutes | 13cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Sylva | Last name of sampler or witnessed by | Nwankwo |
| Title of sampler | ASR | Telephone number of sampler | 7134988137 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Canyon Rock - Forestville | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 20-E0010 | |
| Structure name | Fort Ross Retaining Wall |
Material Information
| Material Type | Concrete | The concrete mix design number | 72203043F |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | TBD | |
| Concrete batch plant | Forestville Canyon Rock | The fabricator/manufacturer designation for the sample | Wet Hole Concrete Backfill |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Micropile 32B thru 27A |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-05-22-3
DIME Test ID: 2023-05-22-3-1
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: 2023-05-30
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: 05/30/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.04 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 69459 lbf
Maximum load on cylinder 2: 70135 lbf
Maximum load on cylinder 3: 53957 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 8 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.82 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 5418.0 psi
Compressive strength of cylinder 2: 5526.0 psi
Compressive strength of cylinder 3: 4230 psi
Compressive strength (to nearest 10 psi): 5060 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 5/30/2023 ✔