Summary for Test 2024-12-19-11-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000805 DEA: 061G0904 EFIS: 0623000237 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41-R28.2 |
| Award Date | 07/10/2023 |
| Closeout Date | Not set |
| Work Description | Fre 41 Santa Ana Pump Replace. Remove existing pump, install temporary pump, and replace pump and associated appurtenances. |
| Location Description | Fresno County along Route 41 near PM R28.2 at Pump Plant between Shaw Ave and Santa Ana Ave. |
| QA Service Level | 1 (Verified on 11/19/2024) |
Sample Information
| Sample Taken Date | 12/19/2024 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 12/20/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Pump Pedestal |
| The quantity of what the sample constitutes | 1CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Adam | Last name of sampler or witnessed by | Mahmoud |
| Title of sampler | ASR | Telephone number of sampler | 559-939-3921 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Outback Materials | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 42-0381W | |
| Structure name | Santa Ana Ave Pump Plant | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 63T1G01C |
|---|---|---|---|
| The truck number from where the sample was collected | 86 | The batch plant ticket number from where the sample was collected | 173836 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | 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: 2024-12-19-11
DIME Test ID: 2024-12-19-11-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-01-16
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Gurjeet Litt
Date of test: 01/16/2025
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: 27780 lb
Maximum load on cylinder 2: 27220 lb
Maximum load on cylinder 3: 27990 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 6
Type of fracture pattern of cylinder 3: 2
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
Age of specimen in hours: 0 hours
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: 2210.0 psi
Compressive strength of cylinder 2: 2165.5 psi
Compressive strength of cylinder 3: 2226.7 psi
Compressive strength (to nearest 10 psi): 2200 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/16/2025 ✔