Summary for Test 2024-01-27-3-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 994109 DEA: 060W1704 EFIS: 0617000103 |
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DIST-CO-RTE-PM | 06-FRE-41-R27.4/R28.5 |
Award Date | 11/10/2022 |
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 | 01/27/2024 | Sample Unique Key | 3 |
---|---|---|---|
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 | 01/28/2024 |
Sample type | Department Acceptance | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 6 4x8 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | D. | Last name of sampler or witnessed by | Borsch |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | RNR Construction | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | ND22023 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 111236809 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | wall 3 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-01-27-3
DIME Test ID: 2024-01-27-3-1
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: 2024-02-26
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: 02/26/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 71250 lb
Maximum load on cylinder 2: 73960 lb
Maximum load on cylinder 3: 72870 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 30 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.5 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 5700.0 psi
Compressive strength of cylinder 2: 5916.8 psi
Compressive strength of cylinder 3: 5797.1 psi
Compressive strength (to nearest 10 psi): 5800 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/26/2024 ✔