Summary for Test 2024-03-14-30-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 211080 DEA: 060V0304 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-7.3 |
| Award Date | Not set |
| Closeout Date | 04/04/2022 |
| Work Description | Girder replacement and repairs due to bridge hit |
| Location Description | Near Bakersfield, from 7.3 miles N of the Rte 99/5 Jct to 6.1 miles S of the Rte 99/119 Jct at Ker 99-7.29 |
| QA Service Level | 1 (Verified on 01/29/2016) |
Sample Information
| Sample Taken Date | 03/14/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/15/2024 | Sample type | Department Acceptance |
| A brief description of the sample | 4x8 concrete cylinders | The quantity of what the sample constitutes | 4 sets cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Fares |
| Last name of sampler or witnessed by | Thwabah | Title of sampler | ASR |
| Telephone number of sampler | 5593679003 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Viking | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | NCT09064 |
|---|---|---|---|
| The truck number from where the sample was collected | 117187984 | The batch plant ticket number from where the sample was collected | Abut 8 piles |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | From the truck | 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: 2024-03-14-30
DIME Test ID: 2024-03-14-30-1
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: 2024-03-21
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: 03/21/2024
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: 50820 lb
Maximum load on cylinder 2: 48630 lb
Maximum load on cylinder 3: 49320 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: 7 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: 4043.0 psi
Compressive strength of cylinder 2: 3868.7 psi
Compressive strength of cylinder 3: 3923.6 psi
Compressive strength (to nearest 10 psi): 3950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2024 ✔