Summary for Test 2024-05-20-137-1
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 | 05/20/2024 | Sample Unique Key | 137 |
|---|---|---|---|
| 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 | 05/21/2024 |
| Sample type | Quality Assurance | A brief description of the sample | CISS pile concrete |
| The quantity of what the sample constitutes | 60 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Juan | Last name of sampler or witnessed by | De La Torre |
| Title of sampler | ASR | Telephone number of sampler | 559-363-0082 |
| Laboratory sample identification | 159 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Central Valley Concrete | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 41-0089S | |
| Structure name | NB Off ramp bridge | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 323802 |
|---|---|---|---|
| The truck number from where the sample was collected | 295 | The batch plant ticket number from where the sample was collected | 169408 |
| Concrete batch plant | CVC Chowilla | The fabricator/manufacturer designation for the sample | Central Valley Concrete |
| A detailed description of where the material sample was collected | TAIL GATE | Where the material sample would have been placed if not sampled | Pier 2 CISS piles |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-05-20-137
DIME Test ID: 2024-05-20-137-1
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: 2024-06-07
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: 05/27/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 41200 lb
Maximum load on cylinder 2: 59460 lb
Maximum load on cylinder 3: 57490 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 3246.7 psi
Compressive strength of cylinder 2: 4685.6 psi
Compressive strength of cylinder 3: 4530.3 psi
Compressive strength (to nearest 10 psi): 4150 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/7/2024 ✔