Summary for Test 2025-05-29-137-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1000117 DEA: 020J0104 EFIS: 0219000044 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-4.2/4.8 |
| Award Date | 07/11/2024 |
| Closeout Date | Not set |
| Work Description | PLACE HMA, CCTV TOWER AND INSTALL LIGHTING SYSTEM. |
| Location Description | TEHAMA COUNTY ABOUT 7.0 MILES SOUTH OF LOS MOLINOS FROM 0.3 MILE SOUTH OF SOUTH AVENUE TO 0.6 MILE SOUTH OF VINA ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 05/29/2025 | Sample Unique Key | 137 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/30/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 6.3 SK 1" WRA SCM | The quantity of what the sample constitutes | 6 cylinders-4x8" |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | 5306055865 | Laboratory sample identification | 002 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mathews Ready Mix | |
| Transportation Laboratory (TL) Number | TL-502-165619 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Box Culvert | |
| Bid Item | 3907722 |
Material Information
| Material Type | Concrete | The concrete mix design number | 06316P15 |
|---|---|---|---|
| The truck number from where the sample was collected | 0722 | The batch plant ticket number from where the sample was collected | 17034638 |
| Concrete batch plant | 1619 Chico | The fabricator/manufacturer designation for the sample | Mathews- order 2015 |
| A detailed description of where the material sample was collected | Truck chute | Where the material sample would have been placed if not sampled | Box Culvert |
| 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: 2025-05-29-137
DIME Test ID: 2025-05-29-137-1
Testing Lab: CT D02 - Red Bluff Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-12-15
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Brandon White
Date of test: 06/26/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 0 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: 59130 lb
Maximum load on cylinder 2: 59300 lb
Maximum load on cylinder 3: 59330 lb
Type of fracture pattern of cylinder 1: 4
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): Bonded caps
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 of cylinder 1: 4700.0 psi
Compressive strength of cylinder 2: 4720.0 psi
Compressive strength of cylinder 3: 4720 psi
Compressive strength (to nearest 10 psi): 4710 psi
Serial number of delivery ticket, if available: 17034638
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/15/2025 ✔