Summary for Test 2023-04-04-45-1
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 993279 DEA: 010E0904 EFIS: 0113000123 |
---|---|
DIST-CO-RTE-PM | 01-MEN-20-33.3/34.4 |
Award Date | 05/06/2022 |
Closeout Date | Not set |
Work Description | CONSTRUCT NEW BRIDGE, REMOVE TWO BRIDGES, EARTHWORK AND PAVING. (Bridge No. 10-0310) |
Location Description | MENDOCINO COUNTY NEAR UKIAH FROM 0.3 MILE WEST OF RUSSIAN RIVER BRIDGE AND OVERHEAD TO 0.3 MILE EAST OF COUNTY ROAD 144 |
QA Service Level | 1 (Verified on 10/04/2021) |
Sample Information
Sample Taken Date | 04/04/2023 | Sample Unique Key | 45 |
---|---|---|---|
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 | 04/05/2023 |
Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 100 cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Riley | Last name of sampler or witnessed by | Melvin |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Nor-Cal | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 10-0310 | |
Structure name | Russian River BOH |
Material Information
Material Type | Concrete | The concrete mix design number | 718034A |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 43705 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-04-04-45
DIME Test ID: 2023-04-04-45-1
Testing Lab: CT SC - 3667 - Redwood Valley/Fort Bragg
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-05-08
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Riley Melvin
Date of test: 05/02/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 9.15 lb
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: 93020 lb
Maximum load on cylinder 2: 94105 lb
Maximum load on cylinder 3: 95505 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
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 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 (to nearest 10 psi): 7490 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2023 ✔