Summary for Test 2023-02-08-5-1
Test performed: ASTM C39-18Project 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 | 02/08/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/24/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Soldier Pile Concrete Backfill Piles 119 | The quantity of what the sample constitutes | 30 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Johnathan |
| Last name of sampler or witnessed by | Lopez | Title of sampler | ASR |
| Telephone number of sampler | 9515429238 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Canyon Rock | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 20-E0110 | Structure name | Slidesville Retaining 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 | 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 | Concrete Backfill Wet Hole |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Soldier Pile |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-02-08-5
DIME Test ID: 2023-02-08-5-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-02-16
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: 02/15/2023
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 50200 lb
Maximum load on cylinder 2: 52650 lb
Maximum load on cylinder 3: 54785 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: 7 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: 3993.6 psi
Compressive strength of cylinder 2: 4188.5 psi
Compressive strength of cylinder 3: 4358.4 psi
Compressive strength (to nearest 10 psi): 4180 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/16/2023 ✔