Summary for Test 2023-09-21-119-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994325 DEA: 044J4904 EFIS: 0415000356 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-13-6.7/7.2 |
| Award Date | 01/09/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT CONCRETE BARRIERS AND BARRIER SLAB, COLD PLANE AND OVERLAY. |
| Location Description | ALAMEDA COUNTY IN OAKLAND FROM 0.2 MILE NORTH OF LINCOLN AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF PARK BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 10/14/2022) |
Sample Information
| Sample Taken Date | 09/21/2023 | Sample Unique Key | 119 |
|---|---|---|---|
| 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 | 09/22/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dustin | Last name of sampler or witnessed by | Seibert |
| Title of sampler | Quality Control Technician | Telephone number of sampler | |
| Laboratory sample identification | Set 1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ecoterra Ready Mix | 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 | 7SK5K1X425F |
|---|---|---|---|
| The truck number from where the sample was collected | Load 3 | The batch plant ticket number from where the sample was collected | na |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | Set 1 | |
| A detailed description of where the material sample was collected | S/B 13 south of Park Blvd | 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: 2023-09-21-119
DIME Test ID: 2023-09-21-119-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-12-12
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Travis Van-Y
Date of test: 09/28/2023
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: 80300 lb
Maximum load on cylinder 2: 82990 lb
Maximum load on cylinder 3: 80560 lb
Type of fracture pattern of cylinder 1: 3
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
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 (to nearest 10 psi): 6470 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/12/2023 ✔