Summary for Test 2022-05-12-64-2
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 993121 DEA: 032H62U4 EFIS: 0319000021 |
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DIST-CO-RTE-PM | 03-NEV-20-25.6/39.8 |
Award Date | 02/08/2022 |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, HMA (TYPE A) WITH CLASS 2 AB, RCB CULVERT AND RCP. |
Location Description | NEVADA COUNTY NEAR OMEGA AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF CONSERVATION ROAD (WASHINGTON RIDGE ROAD) TO 1.2 MILES WEST OF ZEIBRIGHT ROAD |
QA Service Level | 1 (Verified on 07/26/2021) |
Sample Information
Sample Taken Date | 05/12/2022 | Sample Unique Key | 64 |
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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 | 05/12/2022 |
Sample type | Quality Control | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 1 days production | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Wilfredo | Last name of sampler or witnessed by | Bucaneg |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Rinker Materials | 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 | mix1 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 3 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Besser Hopper | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-05-12-64
DIME Test ID: 2022-05-12-64-2
Testing Lab: Rinker Materials
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-07-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Wilfredo Bucaneg
Date of test: 05/19/2022
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Maximum load on cylinder 1: 80020 lb
Maximum load on cylinder 2: 79445 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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: 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
Compressive strength (to nearest 10 psi): 6350 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2022 ✔