Summary for Test 2022-01-24-22-1
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 214991 DEA: 044G2104 EFIS: 0412000310 |
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DIST-CO-RTE-PM | 04-NAP-121-0.5/1 |
Award Date | 05/19/2021 |
Closeout Date | Not set |
Work Description | WIDEN ROADWAY WITH HMA & REPLACE CULVERT WITH STRUCTURAL CONC BRIDGE. |
Location Description | NAPA COUNTY NEAR NAPA FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF HUICHICA CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
Sample Taken Date | 01/24/2022 | 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 | 01/24/2022 |
Sample type | Quality Control | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | (3) 4"x8" Concrete Cylinders | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Mark Patrick | Last name of sampler or witnessed by | Baddu |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Con-Fab California, LLC | 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 | VER-90LV |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 4356 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Bed 2, 1st Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-01-24-22
DIME Test ID: 2022-01-24-22-1
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-01-27
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 01/25/2022
Apparent mass of submerged cylinder 1: 8.8 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
Maximum load on cylinder 1: 67100 lb
Maximum load on cylinder 2: 72000 lb
Maximum load on cylinder 3: 75300 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: 1 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 0 psi
Serial number of delivery ticket, if available: 5690
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/27/2022 ✔