Summary for Test 2022-04-05-26-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214572 DEA: 034E62U4 EFIS: 0319000068 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50-18.5/24.2 |
| Award Date | 05/04/2020 |
| Closeout Date | 07/15/2025 |
| Work Description | CONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY. |
| Location Description | EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD |
| QA Service Level | 1 (Verified on 03/18/2020) |
Sample Information
| Sample Taken Date | 04/05/2022 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/05/2022 | 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 | Spencer |
| Last name of sampler or witnessed by | Kibbe | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Syar Concrete Shingle Springs | |
| 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 | CT072CR5WA |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 41049135 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Retaining wall B | 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: 2022-04-05-26
DIME Test ID: 2022-04-05-26-5
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: 04/12/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 87680 lb
Maximum load on cylinder 2: 86540 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 3075 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2022 ✔