Summary for Test 2021-08-02-22-2
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 215126 DEA: 010G33U4 EFIS: 0120000002 |
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DIST-CO-RTE-PM | 01-LAK-20-5.1/6.3 |
Award Date | 11/19/2020 |
Closeout Date | 10/07/2022 |
Work Description | Widen shoulders and replace bridge with box culvert. |
Location Description | LAKE COUNTY NEAR UPPER LAKE FROM 0.4 MILE WEST OF WITTER SPRINGS ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE |
QA Service Level | 1 (Verified on 08/26/2020) |
Sample Information
Sample Taken Date | 08/02/2021 | Sample Unique Key | 22 |
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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 | 08/02/2021 |
Sample type | Quality Control | A brief description of the sample | conc. cylinder |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Dan | Last name of sampler or witnessed by | Weippert |
Title of sampler | QC Manager | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Universal Precast Concrete | 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 | PC65A0E2 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 000898 | |
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: 2021-08-02-22
DIME Test ID: 2021-08-02-22-2
Testing Lab: Universal Precast Concrete - Redding
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-10-19
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mike Boak
Date of test: 08/30/2021
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 29 lb
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 141530 lb
Maximum load on cylinder 2: 141640 lb
Maximum load on cylinder 3: 142000 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 4
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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength (to nearest 10 psi): 5020 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2021 ✔