Summary for Test 2024-05-15-44-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993141 DEA: 060V1204 EFIS: 0616000207 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R6.9/R7.6 |
| Award Date | 06/22/2022 |
| Closeout Date | 12/02/2025 |
| Work Description | Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS. |
| Location Description | MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2021) |
Sample Information
| Sample Taken Date | 05/15/2024 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 05/17/2024 |
| Sample type | Department Acceptance | A brief description of the sample | Type II Cement |
| The quantity of what the sample constitutes | 9.5 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Juan | Last name of sampler or witnessed by | delatores |
| Title of sampler | ASR | Telephone number of sampler | 559-240-3566 |
| 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 | 41-0089 | |
| Structure name | Cotton wood Mainline | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | ND23502 |
|---|---|---|---|
| The truck number from where the sample was collected | 9128 | The batch plant ticket number from where the sample was collected | 111342774 |
| Concrete batch plant | Builders Concrete | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | wheelbarrow | Where the material sample would have been placed if not sampled | Pier 3 columns 6,7,8 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-05-15-44
DIME Test ID: 2024-05-15-44-2
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: 2024-06-12
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: 06/12/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 82680 lb
Maximum load on cylinder 2: 83060 lb
Maximum load on cylinder 3: 81980 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 6546.3 psi
Compressive strength of cylinder 2: 6576.4 psi
Compressive strength of cylinder 3: 6490.9 psi
Compressive strength (to nearest 10 psi): 6540 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/12/2024 ✔