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 |
|---|---|---|---|
| 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 | 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
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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 ✔