Summary for Test 2024-01-04-32-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995260 DEA: 061G0504 EFIS: 0623000195 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-VAR,(180),245-99/104, (99.0)/0.0/(104.0)/9.0 |
| Award Date | 03/29/2023 |
| Closeout Date | Not set |
| Work Description | Routes 180, 245 Emergency Slip Out Repair |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/20/2023) |
Sample Information
| Sample Taken Date | 01/04/2024 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 01/05/2024 |
| Sample type | Department Acceptance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 6 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | ye | Last name of sampler or witnessed by | Yang |
| Title of sampler | TE | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Outback Materials | 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 | 40F5G07 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 152363 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | pile # 6,9,11 | 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: 2024-01-04-32
DIME Test ID: 2024-01-04-32-1
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: 2024-02-01
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: 02/01/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 24920 lb
Maximum load on cylinder 2: 33490 lb
Maximum load on cylinder 3: 21540 lb
Type of fracture pattern of cylinder 1: 6
Type of fracture pattern of cylinder 2: 6
Type of fracture pattern of cylinder 3: 6
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: 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: 12.5 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 1982.5 psi
Compressive strength of cylinder 2: 2679.2 psi
Compressive strength of cylinder 3: 1713.6 psi
Compressive strength (to nearest 10 psi): 2130 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/1/2024 ✔