Summary for Test 2025-12-12-37-1
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 | 12/12/2025 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 12/15/2025 |
| Sample type | Preliminary | A brief description of the sample | 10 PCC Cylinders. 4x8 |
| The quantity of what the sample constitutes | 5 Yards | From where was the sample collected | Source |
| First name of sampler or witnessed by | Colton | Last name of sampler or witnessed by | Carrington |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | PCC-008 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | 7/11 Materials | Transportation Laboratory (TL) Number | 5259 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Pedestrian Bridge | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 851459F6 |
|---|---|---|---|
| The truck number from where the sample was collected | 990 | 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 1/3 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: 2025-12-12-37
DIME Test ID: 2025-12-12-37-1
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: 2026-01-09
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 01/09/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 3.99 in
Average diameter of cylinder 4: 3.99 in
Average diameter of cylinder 5: 3.99 in
Maximum load on cylinder 1: 69360 lb
Maximum load on cylinder 2: 38720 lb
Maximum load on cylinder 3: 67830 lb
Maximum load on cylinder 4: 69810 lb
Maximum load on cylinder 5: 69120 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
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 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
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.5 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Cross sectional area of cylinder 4: 12.5 in^2
Cross sectional area of cylinder 5: 12.5 in^2
Compressive strength of cylinder 1: 5548.8 psi
Compressive strength of cylinder 2: 3097.6 psi
Compressive strength of cylinder 3: 5426.4 psi
Compressive strength of cylinder 4: 5584.8 psi
Compressive strength of cylinder 5: 5529.6 psi
Compressive strength (to nearest 10 psi): 5040 psi
General comments (publicly viewable) (Max 1000 characters): 28 Day Break. x5
Test was verified on 1/9/2026 ✔