Summary for Test 2024-10-16-14-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
| Award Date | 02/25/2021 |
| Closeout Date | 12/02/2025 |
| Work Description | CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION. |
| Location Description | FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/07/2020) |
Sample Information
| Sample Taken Date | 10/16/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/17/2024 | Sample type | Quality Control |
| A brief description of the sample | 4X8 Concrete Cylinders | The quantity of what the sample constitutes | 5 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Sok |
| Last name of sampler or witnessed by | Thun | Title of sampler | CT ASR |
| Telephone number of sampler | 5592402128 | Laboratory sample identification | Mix NCT09064 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Builder Concrete at Sanger Plant | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | CIDH Sign foundation | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | NCT09064 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 2 | The batch plant ticket number from where the sample was collected | 111351707 |
| Concrete batch plant | Concrete Builder at Sanger plant | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Shoulder of SB 99, STA 207+50 | Where the material sample would have been placed if not sampled | Pedestal Sign foundation at Shoulder of SB 99, STA 207+50 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-10-16-14
DIME Test ID: 2024-10-16-14-2
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: 2024-10-24
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: 10/24/2024
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: 38930 lb
Maximum load on cylinder 2: 39510 lb
Maximum load on cylinder 3: 38170 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 8 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: 3097.1 psi
Compressive strength of cylinder 2: 3143.2 psi
Compressive strength of cylinder 3: 3036.6 psi
Compressive strength (to nearest 10 psi): 3090 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/24/2024 ✔