Summary for Test 2026-02-03-68-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993798 DEA: 09366804 EFIS: 0916000021 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-117.3/117.9 |
| Award Date | 04/03/2025 |
| Closeout Date | Not set |
| Work Description | MEADOW FARMS ADA |
| Location Description | INYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 02/03/2026 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 02/04/2026 |
| Sample type | Quality Assurance | A brief description of the sample | PCC Cylinders 6x12 |
| The quantity of what the sample constitutes | 6 Yards | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Darrell | Last name of sampler or witnessed by | Biederman |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | PCC-003 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | 7/11 Materials | Transportation Laboratory (TL) Number | 5266 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Ped Bridge | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 0000 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | First 1/4 of Truck | 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: 2026-02-03-68
DIME Test ID: 2026-02-03-68-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-03-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 03/03/2026
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
Maximum load on cylinder 1: 172930 lb
Maximum load on cylinder 2: 175610 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 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
Compressive strength of cylinder 1: 6117.1 psi
Compressive strength of cylinder 2: 6211.9 psi
Compressive strength (to nearest 10 psi): 6160 psi
General comments (publicly viewable) (Max 1000 characters): PCC-003. PED Bridge
Test was verified on 3/3/2026 ✔