Summary for Test 2021-11-12-37-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215486 DEA: 040A0204 EFIS: 0400000129 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-15-15.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Construct roadway and bridge with structural concrete and CIDH piling |
| Location Description | District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7 |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 11/12/2021 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 11/12/2021 |
| 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 | Matthew | Last name of sampler or witnessed by | Menning |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Bridge Way Civil Construction | 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 | 72105003R |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 31678 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Pier 2 left and right | 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: 2021-11-12-37
DIME Test ID: 2021-11-12-37-5
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: 2022-03-29
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 12/10/2021
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
Average diameter of cylinder 4: 4.01 in
Average diameter of cylinder 5: 4.01 in
Maximum load on cylinder 1: 82740 lb
Maximum load on cylinder 2: 88530 lb
Maximum load on cylinder 3: 85640 lb
Maximum load on cylinder 4: 83460 lb
Maximum load on cylinder 5: 92240 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 5
Type of fracture pattern of cylinder 5: 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
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
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
Cross sectional area of cylinder 4: 12.63 in^2
Cross sectional area of cylinder 5: 12.63 in^2
Compressive strength (to nearest 10 psi): 6850 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/29/2022 ✔