Summary for Test 2024-10-16-14-3
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 |
|---|---|---|---|
| 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 | 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: 2024-10-16-14-3
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: 2024-11-13
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: 11/13/2024
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: 54620 lb
Maximum load on cylinder 2: 53830 lb
Maximum load on cylinder 3: 54080 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 4345.3 psi
Compressive strength of cylinder 2: 4282.4 psi
Compressive strength of cylinder 3: 4302.3 psi
Compressive strength (to nearest 10 psi): 4310 psi
General comments (publicly viewable) (Max 1000 characters): Required strenght 4000 psi @ 28 days
Test was verified on 11/13/2024 ✔