Summary for Test 2023-10-14-9-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 994671 DEA: 010H8004 EFIS: 0118000110 |
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DIST-CO-RTE-PM | 01-HUM-254-4.3/4.7 |
Award Date | 03/10/2023 |
Closeout Date | Not set |
Work Description | Project Name: Myers Flat Permanent Restoration |
Location Description | Bridge No. 04E0041 |
QA Service Level | 1 (Verified on 04/11/2023) |
Sample Information
Sample Taken Date | 10/14/2023 | Sample Unique Key | 9 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/16/2023 |
Sample type | Department Acceptance | A brief description of the sample | 6 4x8 Cylinders |
The quantity of what the sample constitutes | 50 yards | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Sami | Last name of sampler or witnessed by | Daouk |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | C0234 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Eureka Ready Mix Alton | 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 | E400F |
---|---|---|---|
The truck number from where the sample was collected | 84 | The batch plant ticket number from where the sample was collected | 20590 |
Concrete batch plant | Eureka Ready Mix Alton | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | chute | Where the material sample would have been placed if not sampled | Miranda Soldier Pile Wall Whaler 1 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-10-14-9
DIME Test ID: 2023-10-14-9-1
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-10-21
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 10/21/2023
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: 43700 lb
Maximum load on cylinder 2: 43820 lb
Maximum load on cylinder 3: 44400 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.6 in^2
Cross sectional area of cylinder 2: 12.6 in^2
Cross sectional area of cylinder 3: 12.6 in^2
Compressive strength (to nearest 10 psi): 3500 psi
General comments (publicly viewable) (Max 1000 characters): 7 Day Break 10/21/23
Test was verified on 10/21/2023 ✔