Summary for Test 2022-01-06-25-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993236 DEA: 051K0504 EFIS: 0518000114 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-1-55.7/55.9 |
| Award Date | 10/14/2021 |
| Closeout Date | 09/02/2022 |
| Work Description | CONSTRUCT EARTH RETAINING SYSTEM WITH CIDH PILE & STRUCTURAL CONCRETE. |
| Location Description | MONTEREY COUNTY NEAR LITTLE SUR RIVER FROM 0.4 MILE SOUTH OF LITTLE SUR RIVER BRIDGE TO 0.2 MILE SOUTH OF LITTLE SUR RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/06/2021) |
Sample Information
| Sample Taken Date | 01/06/2022 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 01/06/2022 |
| Sample type | Verification | A brief description of the sample | CIDH Wet Hole PCC |
| The quantity of what the sample constitutes | 4.00 CY | From where was the sample collected | Source |
| First name of sampler or witnessed by | Wesley | Last name of sampler or witnessed by | Rider |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 0106220700 | Linked DIME Sample ID | 0106220700 |
| The fabricator/manufacturer/facility name | Las Animas, Marina CA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 27-44E0020 | |
| Structure name | Little Sur Retaining Wall | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | M853P50S |
|---|---|---|---|
| The truck number from where the sample was collected | Truck No 36 | The batch plant ticket number from where the sample was collected | 199185 |
| Concrete batch plant | Las Animas Concrete | The fabricator/manufacturer designation for the sample | 492 |
| A detailed description of where the material sample was collected | Collection Bin | Where the material sample would have been placed if not sampled | CIDH Piles |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-01-06-25
DIME Test ID: 2022-01-06-25-1
Testing Lab: CT D05 - Prunedale Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-02-14
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: 02/03/2022
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: 7090 lb
Maximum load on cylinder 2: 7470 lb
Maximum load on cylinder 3: 7170 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.66 in^2
Cross sectional area of cylinder 2: 12.66 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength (to nearest 10 psi): 7240 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/14/2022 ✔