Summary for Test 2022-05-27-7-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
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DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 |
Award Date | 11/26/2019 |
Closeout Date | 11/01/2023 |
Work Description | Remove concrete pavement and base, and place HMA and JPCP |
Location Description | ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON. |
QA Service Level | 1 (Verified on 01/09/2020) |
Sample Information
Sample Taken Date | 05/27/2022 | Sample Unique Key | 7 |
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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 | 05/28/2022 |
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 | Ruben | Last name of sampler or witnessed by | Lopez |
Title of sampler | QA Inspector | Telephone number of sampler | |
Laboratory sample identification | 1012-62 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Coffman Specialties, Inc | Transportation Laboratory (TL) Number | 62 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | 62 | Structure unique identifier | |
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 1906-23 |
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The truck number from where the sample was collected | 61 | The batch plant ticket number from where the sample was collected | 73 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | I10 WB STA 3250 Lane 3 and 4 Shoulder Mainline | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-05-27-7
DIME Test ID: 2022-05-27-7-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-06-30
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 06/03/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Average diameter of cylinder 3: 5.98 in
Average diameter of cylinder 4: 5.97 in
Average diameter of cylinder 5: 5.98 in
Average diameter of cylinder 6: 5.98 in
Maximum load on cylinder 1: 18625 lb
Maximum load on cylinder 2: 18370 lb
Maximum load on cylinder 3: 18390 lb
Maximum load on cylinder 4: 17805 lb
Maximum load on cylinder 5: 18145 lb
Maximum load on cylinder 6: 18730 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 2
Type of fracture pattern of cylinder 6: 3
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
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Correction factor for cylinder 6: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Cross sectional area of cylinder 3: 28.09 in^2
Cross sectional area of cylinder 4: 27.99 in^2
Cross sectional area of cylinder 5: 28.09 in^2
Cross sectional area of cylinder 6: 28.09 in^2
Compressive strength of cylinder 1: 665.4 psi
Compressive strength of cylinder 2: 654.0 psi
Compressive strength of cylinder 3: 654.7 psi
Compressive strength of cylinder 4: 636.1 psi
Compressive strength of cylinder 5: 646 psi
Compressive strength of cylinder 6: 666.8 psi
Compressive strength (to nearest 10 psi): 650 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/30/2022 ✔