Summary for Test 2024-08-26-95-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994588 DEA: 081H3904 EFIS: 0817000032 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R20.5/R21.6,R25.5/R30.7 |
| Award Date | 07/13/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT BUILDING, ROADWAY EXC, JPCP, AND TEMPORARY BARRIER SYSTEM. |
| Location Description | SAN BERNARDINO COUNTY FROM 0.6 MILE NORTH OF CLEGHORN ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF ROUTE 138 AND FROM 0.5 MILE SOUTH OF TRUCK SAFETY CHECK AREA TO 0.4 MILE NORTH OF OAK HILL ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 08/26/2024 | Sample Unique Key | 95 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/27/2024 | 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 | Lee |
| Last name of sampler or witnessed by | Hernandez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hi-Grade Materials | |
| 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 | CT590F25A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2002467 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | SB I-15 CIDH pile at A line station 687+40 | 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: 2024-08-26-95
DIME Test ID: 2024-08-26-95-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-09-26
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: 09/23/2024
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: 117540 lb
Maximum load on cylinder 2: 115890 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 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
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): 4130 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/26/2024 ✔