Summary for Test 2022-10-07-41-6
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 | 10/07/2022 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 10/07/2022 |
| 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 | Anthony | Last name of sampler or witnessed by | Smith |
| 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 | 1540262 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Scotty Creek Culvert Arches | 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: 2022-10-07-41
DIME Test ID: 2022-10-07-41-6
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: 2022-11-09
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: 10/14/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 6.00 in
Maximum load on cylinder 1: 129195 lb
Maximum load on cylinder 2: 126935 lb
Maximum load on cylinder 3: 126655 lb
Maximum load on cylinder 4: 123350 lb
Maximum load on cylinder 5: 126690 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 6
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 6
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: 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: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Compressive strength (to nearest 10 psi): 4480 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/9/2022 ✔