Summary for Test 2025-01-31-10-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000276 DEA: 043Y8904 EFIS: 0423000327 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-128-29.77-33.45 |
| Award Date | 04/02/2024 |
| Closeout Date | Not set |
| Work Description | Slipout and drainage repairs. |
| Location Description | In Napa County from 1.8 Mile to 5.6 mile east of Wragg Creek bridge. |
| QA Service Level | 1 (Verified on 06/03/2024) |
Sample Information
| Sample Taken Date | 01/31/2025 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 02/03/2025 |
| Sample type | Quality Assurance | A brief description of the sample | solider pile concrete |
| The quantity of what the sample constitutes | 565 lbs cement/ cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Amal | Last name of sampler or witnessed by | Mamlouk |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Valentine | 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 | N/A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 135999 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | chute | 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: 2025-01-31-10
DIME Test ID: 2025-01-31-10-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-02-28
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Yannick Aranas
Date of test: 02/28/2025
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: 62630 lb
Maximum load on cylinder 2: 60725 lb
Maximum load on cylinder 3: 64765 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0.99
Correction factor for cylinder 2: 0.99
Correction factor for cylinder 3: 0.99
Age of specimen: 28 days
Age of specimen in hours: no data
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: 4932.7 psi
Compressive strength of cylinder 2: 4782.6 psi
Compressive strength of cylinder 3: 5100.8 psi
Compressive strength (to nearest 10 psi): 4940 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/28/2025 ✔