Summary for Test 2023-06-23-34-4
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 993253 DEA: 033F0604 EFIS: 0312000052 |
|---|---|
| DIST-CO-RTE-PM | 03-GLE-162-76.3/78.6 |
| Award Date | 02/02/2022 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 06/23/2023 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/26/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Hinge 22- Long Girder End | The quantity of what the sample constitutes | (9) 4 X 8 Cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Husam |
| Last name of sampler or witnessed by | Makhoul | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 23-117 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mathews Readymix | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Butte City Bridge Br HWY 162 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 07515P25 |
|---|---|---|---|
| The truck number from where the sample was collected | 719 | The batch plant ticket number from where the sample was collected | 365113 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Hinge 22-Long Girder End | 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: 2023-06-23-34
DIME Test ID: 2023-06-23-34-4
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: 2023-07-05
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jeff McKeehan
Date of test: 07/03/2023
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 44080 lb
Maximum load on cylinder 2: 47620 lb
Maximum load on cylinder 3: 45060 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: 10 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: 3506.8 psi
Compressive strength of cylinder 2: 3788.4 psi
Compressive strength of cylinder 3: 3584.7 psi
Compressive strength (to nearest 10 psi): 3630 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/5/2023 ✔