Summary for Test 2023-08-23-78-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215445 DEA: 100X7504 EFIS: 1013000009 |
|---|---|
| DIST-CO-RTE-PM | 10-ALP-4,88,89-var |
| Award Date | 03/18/2021 |
| Closeout Date | 04/22/2025 |
| Work Description | REPLACE BRIDGE RAIL, BARRIER SLAB AND GUARDRAIL. |
| Location Description | ALPINE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 02/01/2021) |
Sample Information
| Sample Taken Date | 08/23/2023 | Sample Unique Key | 78 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/24/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Fiber Deck Mix | The quantity of what the sample constitutes | (3) 4x8 Test Cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ramneet |
| Last name of sampler or witnessed by | Sidhu | Title of sampler | FIELD INSPECTOR |
| Telephone number of sampler | 5308124294 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Not Provided | |
| Transportation Laboratory (TL) Number | TL502 79400 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | 31-0028 | Structure name | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D673A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Not Provided | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Transit Truck 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: 2023-08-23-78
DIME Test ID: 2023-08-23-78-1
Testing Lab: CT D10 - Stockton Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-09-20
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Tim Trefz
Date of test: 09/06/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 51870 lb
Maximum load on cylinder 2: 64830 lb
Maximum load on cylinder 3: 62330 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 4126.5 psi
Compressive strength of cylinder 2: 5157.5 psi
Compressive strength of cylinder 3: 4958.6 psi
Compressive strength (to nearest 10 psi): 4750 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/20/2023 ✔