Summary for Test 2024-01-11-23-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994109 DEA: 060W1704 EFIS: 0617000103 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41-R27.4/R28.5 |
| Award Date | 11/08/2022 |
| Closeout Date | Not set |
| Work Description | REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL. |
| Location Description | FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 07/13/2022) |
Sample Information
| Sample Taken Date | 01/11/2024 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 01/12/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 28.5 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Arthur | Last name of sampler or witnessed by | Mills |
| Title of sampler | Consultant | Telephone number of sampler | 8033087727 |
| Laboratory sample identification | 121 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Builders Concrete Ready Mix Plant Sanger | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | DS 2, 3, 4 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | ND10521 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 111336137 | |
| Concrete batch plant | Builders Sanger | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Discharge from BACK OF concrete truck CHUTE into 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: 2024-01-11-23
DIME Test ID: 2024-01-11-23-3
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: 2024-02-09
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 02/09/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 48350 lb
Maximum load on cylinder 2: 46390 lb
Maximum load on cylinder 3: 47770 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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: 29 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 3846.5 psi
Compressive strength of cylinder 2: 3673.0 psi
Compressive strength of cylinder 3: 3764.4 psi
Compressive strength (to nearest 10 psi): 3760 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/9/2024 ✔