Summary for Test 2023-12-29-12-6
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 993815 DEA: 081C0814 EFIS: 0816000086 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R60.7/R74.3 |
| Award Date | 03/28/2022 |
| Closeout Date | 01/21/2026 |
| Work Description | I-10 PAVEMENT REHABILITATION (SEGMENT 1) PROJECT |
| Location Description | Coachella |
| QA Service Level | 1 (Verified on 05/03/2022) |
Sample Information
| Sample Taken Date | 12/29/2023 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/02/2024 | Sample type | Quality Control |
| A brief description of the sample | T-II/V Cement | The quantity of what the sample constitutes | 34.5 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jesus |
| Last name of sampler or witnessed by | Rodriguez | Title of sampler | QC Inspector |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Con-Fab California, LLC - Shafter | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Double Tee | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SCC-S8.5-0FG |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 4233 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Sampled from wheelbarrow collected from chute of ready mix truck | 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: 2023-12-29-12
DIME Test ID: 2023-12-29-12-6
Testing Lab: Con-Fab California Corporation - Shafter
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-06-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jesus Rodriguez
Date of test: 12/30/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 1 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: 58060 lb
Maximum load on cylinder 2: 59310 lb
Maximum load on cylinder 3: 57345 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 0 days
Age of specimen in hours: 18 hours
Cross sectional area of cylinder 1: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 4635 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/11/2024 ✔