Summary for Test 2023-03-15-12-7
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 993580 DEA: 020H5704 EFIS: 0215000052 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-139-R3.5/30.3 |
| Award Date | 11/10/2022 |
| Closeout Date | 05/06/2024 |
| Work Description | MODOC 139 DRAINAGE - DRAINAGE REHABILITATION |
| Location Description | IN MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.2 MILES NORTH OF HOWARDS GULCH BRIDGE TO 0.1 MILE SOUTH OF CLEAR LAKE ROAD. |
| QA Service Level | 1 (Verified on 03/02/2022) |
Sample Information
| Sample Taken Date | 03/15/2023 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/15/2023 | Sample type | Quality Control |
| A brief description of the sample | 4 - 4x8 Cylinders | The quantity of what the sample constitutes | 1.70 CY |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Donald |
| Last name of sampler or witnessed by | Juneman | Title of sampler | QC Technician |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Precast Unlimited | |
| 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 | PC65A0E1 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 31025 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of 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: 2023-03-15-12
DIME Test ID: 2023-03-15-12-7
Testing Lab: Precast Unlimited Inc.
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-04-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Donald Juneman
Date of test: 04/12/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 8.5 lb
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: 76360 lb
Maximum load on cylinder 2: 75990 lb
Maximum load on cylinder 3: 77750 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 4
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: 28 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 (to nearest 10 psi): 6100 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/18/2023 ✔