Summary for Test 2023-06-02-63-1
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 042763 |
---|---|
DIST-CO-RTE-PM | 04-ALA-80-6.4/6.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Excavation, HMA, structural concrete, minor concrete and drainage. |
Location Description | IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD |
QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
Sample Taken Date | 06/02/2023 | Sample Unique Key | 63 |
---|---|---|---|
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 | 06/02/2023 |
Sample type | Quality Control | A brief description of the sample | 7' of column lower section concrete |
The quantity of what the sample constitutes | 5 cylindrical samples | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ted | 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 | Central Concrete Supply | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 4E0CG5E1 |
---|---|---|---|
The truck number from where the sample was collected | 6302 | The batch plant ticket number from where the sample was collected | 354713 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Stair 4 - Columns at bent 1,2 and 3 on the west side | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-06-02-63
DIME Test ID: 2023-06-02-63-1
Testing Lab: Golden State Bridge, Incorporated
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-08-14
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Allen Lee
Date of test: 06/09/2023
Apparent mass of submerged cylinder 1: 8 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
Average diameter of cylinder 4: 4.00 in
Average diameter of cylinder 5: 4.00 in
Maximum load on cylinder 1: 53060 lb
Maximum load on cylinder 2: 0 lb
Maximum load on cylinder 3: 0 lb
Maximum load on cylinder 4: 0 lb
Maximum load on cylinder 5: 0 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
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 1
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
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Age of specimen: 7 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
Cross sectional area of cylinder 4: 12.57 in^2
Cross sectional area of cylinder 5: 12.57 in^2
Compressive strength (to nearest 10 psi): 4220 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
6.02.23 - Compression Test Report _ Staircase Columns lower section (West side) | 402.80 KB | 07/11/2023 | 2023-06-02-63-1 | Info |
Test was verified on 8/14/2023 ✔