Summary for Test 2025-09-17-75-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 210160 DEA: 101E2204 EFIS: 1015000011 COOP: 10439 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-580-13.3/13.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Widen existing road under I-580 to accommodate ramp widening and additional left turn lanes . Proposes to replace existing two lane bridge over the adjacent California Aqueduct on the east side of the Interchange and add two additional lanes |
| Location Description | Between I-580 and Old Schulte Road |
| QA Service Level | 2 (Verified on 01/30/2015) |
Sample Information
| Sample Taken Date | 09/17/2025 | Sample Unique Key | 75 |
|---|---|---|---|
| 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 | 09/19/2025 |
| Sample type | Quality Control | A brief description of the sample | 4 x 8 concrete cylinders |
| The quantity of what the sample constitutes | 120 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jeremy | Last name of sampler or witnessed by | Loos |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Cemex | 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 | 1616182 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 31746595 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Point of discharge | Where the material sample would have been placed if not sampled | |
| 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: 2025-09-17-75
DIME Test ID: 2025-09-17-75-2
Testing Lab: Construction Testing Services
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-10-16
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michael Mahurin
Date of test: 10/15/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad 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: 59842 lb
Maximum load on cylinder 2: 59086 lb
Maximum load on cylinder 3: 63476 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 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
Age of specimen: 28 days
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): 4840 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/16/2025 ✔