Summary for Test 2025-06-23-67-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 1000683 DEA: 11056404 EFIS: 1124000359 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-11-0.6/2.7 |
| Award Date | 12/20/2024 |
| Closeout Date | 01/06/2026 |
| Work Description | PERFORM GRADING, CONSTRUCT DRAINAGE FACILITIES, SIGNS AND STRIPING. |
| Location Description | SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 0.2 MILE EAST OF SIEMPRE VIVA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/17/2025) |
Sample Information
| Sample Taken Date | 06/23/2025 | Sample Unique Key | 67 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/25/2025 |
| Sample type | Quality Control | A brief description of the sample | concrete cylinder |
| The quantity of what the sample constitutes | 9 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Nick | Last name of sampler or witnessed by | Armijo |
| Title of sampler | QC Technician | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Thompson pipe group | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | 5X5X7 CAL TRANS 20' RCB | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CT11DC SILICA FUME |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1726 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | conveyor belt | 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: 2025-06-23-67
DIME Test ID: 2025-06-23-67-1
Testing Lab: Thompson Pipe Group - Los Angeles
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-08-02
Test Results
Unit system used?: SI Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Calculated
Tester's full name: NICKOLAS LOGAN
Date of test: 08/02/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 101.60 mm
Average diameter of cylinder 2: 101.60 mm
Average diameter of cylinder 3: 101.60 mm
Average diameter of cylinder 4: 101.60 mm
Average diameter of cylinder 5: 101.60 mm
Average diameter of cylinder 6: 101.60 mm
Maximum load on cylinder 1: 79560 N
Maximum load on cylinder 2: 79130 N
Maximum load on cylinder 3: 105000 N
Maximum load on cylinder 4: 98740 N
Maximum load on cylinder 5: 112020 N
Maximum load on cylinder 6: 110940 N
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 4
Type of fracture pattern of cylinder 6: 3
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
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Correction factor for cylinder 6: 1.00
Age of specimen: 40 days
Cross sectional area of cylinder 1: 12.63 mm^2
Cross sectional area of cylinder 2: 12.63 mm^2
Cross sectional area of cylinder 3: 12.63 mm^2
Cross sectional area of cylinder 4: 12.63 mm^2
Cross sectional area of cylinder 5: 12.63 mm^2
Cross sectional area of cylinder 6: 12.63 mm^2
Compressive strength (to nearest 0.1MPa): 8780.0 MPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/2/2025 ✔