Summary for Test 2025-07-31-3-5
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000004 DEA: 033H5604 EFIS: 0318000014 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA,NEV-20,80-VAR |
| Award Date | 05/10/2024 |
| Closeout Date | Not set |
| Work Description | STRUCTURAL CONC, BAR REINFORCING STEEL, BRIDGE REMOVAL, HMA, AND JPCP. |
| Location Description | PLACER AND NEVADA COUNTIES NEAR CISCO GROVE ON ROUTE 80 FROM 0.4 MILE WEST OF LAKE VALLEY OVERCROSSING TO 0.9 MILE EAST OF YUBA PASS SEPARATION AND OVERHEAD AND ON ROUTE 20 AT YUBA PASS SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 01/18/2024) |
Sample Information
| Sample Taken Date | 07/31/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/31/2025 |
| Sample type | Quality Control | A brief description of the sample | 1 cubic foot |
| The quantity of what the sample constitutes | 1 cubic foot | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Patrick | Last name of sampler or witnessed by | Baddu |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | ConFab Lathrop | 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 | 98NV25AF |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 12960 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Bed 7, 4th Truck | 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: 2025-07-31-3
DIME Test ID: 2025-07-31-3-5
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-08-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Patrick Wright
Date of test: 08/01/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 71430 lb
Maximum load on cylinder 2: 73120 lb
Maximum load on cylinder 3: 70685 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 5
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: 1 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 5710 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2025 ✔