Summary for Test 2025-08-25-77-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 995202 DEA: 033H6104 EFIS: 0318000019 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA-80-42.7/49.3 |
| Award Date | 02/15/2024 |
| Closeout Date | Not set |
| Work Description | RDWY EXC, HMA, JPCP, ALT PIPELINER, STEEL SOLDIER PILE, MOD LTG SYSTEM |
| Location Description | PLACER COUNTY ABOUT 9.4 MILES NORTH OF COLFAX FROM 0.5 MILE WEST OF MONTE VISTA OVERCROSSING TO 0.3 MILE EAST OF DRUM FOREBAY OVERCROSSING |
| QA Service Level | 1 (Verified on 11/13/2023) |
Sample Information
| Sample Taken Date | 08/25/2025 | Sample Unique Key | 77 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/25/2025 | Sample type | Quality Control |
| A brief description of the sample | compressive cylinders | The quantity of what the sample constitutes | days production |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Wilfredo |
| Last name of sampler or witnessed by | Bucaneg | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Rinker Florin Rd | |
| 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 | The concrete mix design number | 5b |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2-15584 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | base of besser machine | 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: 2025-08-25-77
DIME Test ID: 2025-08-25-77-1
Testing Lab: Rinker Materials
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-09-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Wilfredo Bucaneg
Date of test: 09/02/2025
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: 67015 lb
Maximum load on cylinder 2: 69010 lb
Maximum load on cylinder 3: 70905 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 2
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: 8 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 0 in^2
Cross sectional area of cylinder 2: 0 in^2
Cross sectional area of cylinder 3: 0 in^2
Compressive strength (to nearest 10 psi): 0 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/2/2025 ✔