Summary for Test 2023-12-14-27-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215420 DEA: 060R2104 EFIS: 0614000058 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-41-6.2/9.2 |
| Award Date | 01/18/2023 |
| Closeout Date | Not set |
| Work Description | FOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE |
| Location Description | MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE |
| QA Service Level | 1 (Verified on 01/06/2021) |
Sample Information
| Sample Taken Date | 12/14/2023 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 12/15/2023 |
| Sample type | Department Acceptance | A brief description of the sample | PCC cylinders |
| The quantity of what the sample constitutes | 300 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Martin | Last name of sampler or witnessed by | Garcia |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | 5592469430 |
| Laboratory sample identification | 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 | Drainage System 12 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | ND22023 |
|---|---|---|---|
| The truck number from where the sample was collected | 3 | The batch plant ticket number from where the sample was collected | 1348697 |
| Concrete batch plant | Builders Concrete | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | NB DS 12 Culvert and parapet |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-12-14-27
DIME Test ID: 2023-12-14-27-2
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: 2024-01-11
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: 01/11/2024
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: 85230 lb
Maximum load on cylinder 2: 85440 lb
Maximum load on cylinder 3: 89270 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: 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: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 6780.4 psi
Compressive strength of cylinder 2: 6797.1 psi
Compressive strength of cylinder 3: 7101.8 psi
Compressive strength (to nearest 10 psi): 6890 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/11/2024 ✔