Summary for Test 2022-08-24-75-3
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 215396 DEA: 042K8404 EFIS: 0417000031 |
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DIST-CO-RTE-PM | 04-SOL-29,80-0.0,0.8/1.6 |
Award Date | 03/26/2021 |
Closeout Date | 02/16/2024 |
Work Description | HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR. |
Location Description | SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING |
QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
Sample Taken Date | 08/24/2022 | Sample Unique Key | 75 |
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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 | 08/24/2022 |
Sample type | Quality Control | A brief description of the sample | Concrete |
The quantity of what the sample constitutes | 100 cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | Macleod |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Central | 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 | D20115EA |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 183900 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Type 836 barrier wall left edge near station 118 plus 97 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-08-24-75
DIME Test ID: 2022-08-24-75-3
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-09-23
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 09/21/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 115790 lb
Maximum load on cylinder 2: 110450 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 4
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
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: 28.37 in^2
Compressive strength (to nearest 10 psi): 3990 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2022 ✔