Summary for Test 2024-05-17-57-1
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 994309 DEA: 033H5404 EFIS: 0318000012 |
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DIST-CO-RTE-PM | 03-BUT-70-46.0/47.0 |
Award Date | 02/10/2023 |
Closeout Date | Not set |
Work Description | RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL. |
Location Description | BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA |
QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
Sample Taken Date | 05/17/2024 | Sample Unique Key | 57 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 05/18/2024 |
Sample type | Acceptance | A brief description of the sample | concrete |
The quantity of what the sample constitutes | 18 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Adam | Last name of sampler or witnessed by | Scardaci |
Title of sampler | Structures Representative | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | JF Shea Construction, Shasta Redi-Mix, Redding, CA | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Pulga Wall 1 |
Material Information
Material Type | Concrete | The concrete mix design number | CT-675SLA50 |
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The truck number from where the sample was collected | 29 | The batch plant ticket number from where the sample was collected | 83160 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | CHUTE OF TRUCK | Where the material sample would have been placed if not sampled | Piles 162, 164, 166, 168 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-05-17-57
DIME Test ID: 2024-05-17-57-1
Testing Lab: CT D03 - Chico Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-11-06
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Brad McKeehan
Date of test: 06/14/2024
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 68940 lb
Maximum load on cylinder 2: 65980 lb
Maximum load on cylinder 3: 66930 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 5
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 of cylinder 1: 5484.5 psi
Compressive strength of cylinder 2: 5249.0 psi
Compressive strength of cylinder 3: 5324.6 psi
Compressive strength (to nearest 10 psi): 5350 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/6/2024 ✔