Summary for Test 2024-09-19-90-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993430 DEA: 07343204 EFIS: 0718000008 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-48.0/48.5 |
| Award Date | 08/30/2022 |
| Closeout Date | 03/10/2025 |
| Work Description | CONSTRUCT PVC COATED WIRE MESH WITH TURF REINFORCING MAT. |
| Location Description | CITY AND COUNTY OF LOS ANGELES FROM 0.2 MILES NORTH OF RINALDI STREET UNDERCROSSING TO ROUTE 5/405 SEPARATION |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 09/19/2024 | Sample Unique Key | 90 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/19/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 10 cubic yards |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Hussaya |
| Last name of sampler or witnessed by | Leelakitrung | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 24-2910 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | N/A | |
| 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 | S63C249T0 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 45528 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | 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: 2024-09-19-90
DIME Test ID: 2024-09-19-90-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-10-22
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Aleksey Souglobov
Date of test: 10/17/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 5.95 in
Average diameter of cylinder 3: 5.96 in
Average diameter of cylinder 4: 5.96 in
Maximum load on cylinder 1: 137105 lb
Maximum load on cylinder 2: 136381 lb
Maximum load on cylinder 3: 140759 lb
Maximum load on cylinder 4: 138933 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
Type of fracture pattern of cylinder 4: 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
Correction factor for cylinder 4: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.81 in^2
Cross sectional area of cylinder 2: 27.81 in^2
Cross sectional area of cylinder 3: 27.9 in^2
Cross sectional area of cylinder 4: 27.9 in^2
Compressive strength of cylinder 1: 4930.1 psi
Compressive strength of cylinder 2: 4904.0 psi
Compressive strength of cylinder 3: 5045.1 psi
Compressive strength of cylinder 4: 4979.7 psi
Compressive strength (to nearest 10 psi): 4960 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/22/2024 ✔