Summary for Test 2023-08-23-78-3
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 |
|---|---|---|---|
| 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 | 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: 2023-08-23-78-3
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: 2023-10-04
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: 10/04/2023
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: 70480 lb
Maximum load on cylinder 2: 71260 lb
Maximum load on cylinder 3: 72130 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: 42 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: 5607.0 psi
Compressive strength of cylinder 2: 5669.1 psi
Compressive strength of cylinder 3: 5738.3 psi
Compressive strength (to nearest 10 psi): 5670 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/4/2023 ✔