Summary for Test 2023-09-14-45-1
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 993526 DEA: 07301704 EFIS: 0714000033 |
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DIST-CO-RTE-PM | 07-LA-210,605-R33.6/R36.5,25.7/26.0 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | SLOPE PAVING, PLANT ESTABLISHMENT AND MODIFYING IRRIGATION SYSTEM. |
Location Description | LOS ANGELES COUNTY IN MONROVIA, DUARTE AND IRWINDALE AT VARIOUS LOCATIONS ON ROUTE 210 FROM 0.1 MILE WEST OF SOUTH MAGNOLIA AVENUE UNDERCROSSING TO 0.1 MILE EAST OF ROUTE 210/605 SEPARATION AND ON ROUTE 605 FROM 0.1 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 2 |
QA Service Level | 1 (Verified on 04/19/2022) |
Sample Information
Sample Taken Date | 09/14/2023 | Sample Unique Key | 45 |
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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 | 09/19/2023 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Nelson | Last name of sampler or witnessed by | Periera |
Title of sampler | SR | Telephone number of sampler | |
Laboratory sample identification | 1054-914 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Gunner Concrete | Transportation Laboratory (TL) Number | 1054-914 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 44 |
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The truck number from where the sample was collected | 70 | The batch plant ticket number from where the sample was collected | 75 |
Concrete batch plant | Gunner Concrete | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | Slope paving. Location 6 between sta 192.95 to 193.90 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-09-14-45
DIME Test ID: 2023-09-14-45-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-10-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 09/21/2023
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 30380 lb
Maximum load on cylinder 2: 31660 lb
Maximum load on cylinder 3: 29380 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
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: 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: 12.63 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 2420.0 psi
Compressive strength of cylinder 2: 2510.0 psi
Compressive strength of cylinder 3: 2340 psi
Compressive strength (to nearest 10 psi): 2420 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/11/2023 ✔