Summary for Test 2023-02-06-6-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993490 DEA: 051M4604 EFIS: 0519000154 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-1-44.5 |
| Award Date | 03/02/2022 |
| Closeout Date | 06/26/2023 |
| Work Description | CONSTRUCT RETAINING WALL, WIDENING SHOULDER AND PLACE HMA. Highway 1 at Coastlands Rd Soldier Pile Wall. |
| Location Description | MONTEREY COUNTY NEAR BIG SUR AT 1.0 MILE SOUTH OF PFEIFFER CANYON BRIDGE |
| QA Service Level | 1 (Verified on 01/19/2022) |
Sample Information
| Sample Taken Date | 02/06/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/07/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Cylinders | The quantity of what the sample constitutes | 6 4x8s |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Carson |
| Last name of sampler or witnessed by | Sperber | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Rock Sand City | |
| Transportation Laboratory (TL) Number | 213676 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Coastlands Wall | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 572590R |
|---|---|---|---|
| The truck number from where the sample was collected | 2433 | The batch plant ticket number from where the sample was collected | 186070 |
| Concrete batch plant | GR Sand City | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Chute | 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: 2023-02-06-6
DIME Test ID: 2023-02-06-6-2
Testing Lab: CT D05 - Monterey Construction Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-03-22
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Wesley Rider
Date of test: 03/20/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 77570 lb
Maximum load on cylinder 2: 77950 lb
Maximum load on cylinder 3: 74150 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
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
Correction factor for cylinder 3: 1.00
Age of specimen: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength (to nearest 10 psi): 6020 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/22/2023 ✔