Summary for Test 2024-09-17-124-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995145 DEA: 081P6804 EFIS: 0824000077 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-62-3.34/6.5 |
| Award Date | 08/28/2023 |
| Closeout Date | 11/20/2025 |
| Work Description | Remove Debris, Restore Undermined Roadway, Repair Damaged Bridge Piers) |
| Location Description | 3B08-Riv,SBd-62-R3.34/R6.5, 0.0/R2.64 4BOn HWY 62 in Riv & SBd Counties in Morongo Valley Fr 3.2 Mi W/o Indian Canyon Dr to 0.5 Mi W/o Big Morongo Canyon Rd 5B |
| QA Service Level | 1 (Verified on 09/11/2023) |
Sample Information
| Sample Taken Date | 09/17/2024 | Sample Unique Key | 124 |
|---|---|---|---|
| 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 | 09/18/2024 |
| Sample type | Quality Control | A brief description of the sample | structural concrete |
| The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Joshua | Last name of sampler or witnessed by | Hua |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Desert Ready Mix 1000 Palms | 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 | 23082 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 14543 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | WB RTE 62 LT bridge score pad | 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: 2024-09-17-124
DIME Test ID: 2024-09-17-124-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-11-01
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: John Romero
Date of test: 10/15/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 149910 lb
Maximum load on cylinder 2: 147520 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5260 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/1/2024 ✔