Summary for Test 2026-09-08-41-4
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1002064 DEA: 010J8014 EFIS: 0120000032 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-R8/R9.2 |
| Award Date | 03/12/2026 |
| Closeout Date | Not set |
| Work Description | Blue Lake Realignment & SPGA Wall |
| Location Description | Blue Lake Landslide Repair |
| QA Service Level | 1 (Verified on 04/10/2026) |
Sample Information
| Sample Taken Date | 09/08/2026 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/08/2026 | Sample type | Preliminary |
| A brief description of the sample | 3x6 Shotcrete Core | The quantity of what the sample constitutes | TEST PANEL |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Eric |
| Last name of sampler or witnessed by | Unger | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser - Fortuna | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete Core | Detail description | Shotcrete Soil Nail Wall Test Panel |
|---|---|---|---|
| Structure names | Soil nail wall | Type of material | Shotcrete |
Test Details
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DIME Sample ID: 2026-09-08-41
DIME Test ID: 2026-09-08-41-4
Testing Lab: Professional Assurance and Testing, Incorporated
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-10-07
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jonathan Gritman
Date of test: 09/16/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 3.00 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.00 in
Maximum load on cylinder 1: 38330 lb
Maximum load on cylinder 2: 41600 lb
Maximum load on cylinder 3: 42210 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 18 days
Age of specimen in hours: 432 hours
Cross sectional area of cylinder 1: 7.07 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Compressive strength (to nearest 10 psi): 5760 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Samples for reinforced test panel, initials FM
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| CT_01-0J8014_SHOTCRETE_18 DAY BREAKS_TEST PANEL_INITIALS FM_REINFORCED | 140.94 KB | 10/07/2026 | 2026-09-08-41-4 | Info |
Test was verified on 10/7/2026 ✔