Summary for Test 2021-09-07-23-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214321 DEA: 012982U4 EFIS: 0118000125 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-29,175-28.5/31.6,8.2/8.5 |
| Award Date | 11/07/2019 |
| Closeout Date | 07/11/2025 |
| Work Description | CONSTRUCT 4 LANE EXPRESSWAY WITH EARTHWORK AND PAVING. |
| Location Description | LAKE COUNTY NEAR KELSEYVILLE ON ROUTE 29 FROM 0.6 MILE TO 3.7 MILES NORTH OF ROUTE 281 AND ON ROUTE 175 FROM SOUTH JUNCTION ROUTE 29 TO 0.3 MILE EAST OF SOUTH JUNCTION ROUTE 29 |
| QA Service Level | 1 (Verified on 08/19/2019) |
Sample Information
| Sample Taken Date | 09/07/2021 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/07/2021 | Sample type | Quality Control |
| A brief description of the sample | Concrete | The quantity of what the sample constitutes | 100 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jose |
| Last name of sampler or witnessed by | Murillo | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Point Lakeview Rock and Redi-Mix | |
| 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 | 3670538FS |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 83935 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Retaining Wall 121 | 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: 2021-09-07-23
DIME Test ID: 2021-09-07-23-5
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-04-13
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 10/05/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 163820 lb
Maximum load on cylinder 2: 146780 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength (to nearest 10 psi): 5460 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2022 ✔