Summary for Test 2023-01-25-11-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 993776 DEA: 040J3004 EFIS: 0413000433 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-26.7/27.1 |
| Award Date | 07/08/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCTING RETAINING WALL AND CONFINEMENT SYSTEM TO RESTORE SLIPOUT. |
| Location Description | SONOMA COUNTY NEAR JENNER FROM 0.3 MILE TO 0.7 MILE NORTH OF MEYERS GRADE ROAD |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 01/25/2023 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 01/03/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Piles 187-205 odds |
| The quantity of what the sample constitutes | 43 cy | 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 | 713-498-8137 |
| 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-E0110 | |
| Structure name | Slidesville 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 | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | CHUTE | 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: 2023-01-25-11
DIME Test ID: 2023-01-25-11-1
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: 2023-02-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 02/02/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 3.99 in
Maximum load on cylinder 1: 56505 lbf
Maximum load on cylinder 2: 52194 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Age of specimen: 8 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.5 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Compressive strength of cylinder 1: 4519.0 psi
Compressive strength of cylinder 2: 4174.0 psi
Compressive strength (to nearest 10 psi): 4350 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 2/2/2023 ✔