Summary for Test 2022-12-19-32-1
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 | 12/19/2022 | Sample Unique Key | 32 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/20/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 4" x 8" Cylinders | The quantity of what the sample constitutes | >300 Cu Yards |
| 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 | 1219220800 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Rock Sand City | |
| 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 | 57-2-590R |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | Granite Rock Sand City | The fabricator/manufacturer designation for the sample | NA |
| A detailed description of where the material sample was collected | belt cut | Where the material sample would have been placed if not sampled | Pile Cap |
| From Lot No. | NA | Bag Lot No. | NA |
Test Details
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DIME Sample ID: 2022-12-19-32
DIME Test ID: 2022-12-19-32-1
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: 2023-01-17
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Wesley Rider
Date of test: 01/17/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.04 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 67240 lb
Maximum load on cylinder 2: 69740 lb
Maximum load on cylinder 3: 68160 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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: 29 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.82 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 5244.9 psi
Compressive strength of cylinder 2: 5465.5 psi
Compressive strength of cylinder 3: 5341.7 psi
Compressive strength (to nearest 10 psi): 5350 psi
General comments (publicly viewable) (Max 1000 characters): 29 Day break Due to Holiday.
Test was verified on 1/17/2023 ✔