Sample Record for 2018-11-01-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2018-11-01-3
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Sample Organization Contact: (916) 227-7071
Type of Sample: Annual Source Testing
Type of Material: Cementitious
Sample Taken Date: 11/01/2018
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2018
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Class F Flyash
From where was the sample collected: Source
Laboratory sample identification: CM185842
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Charah
Material Information
Brand: Charah
Mill: Dynegy Miami Fort 7
Type of Cementitious Material: Class F or N Flyash
Test Results
Test 1 of 7
DIME Test ID: 2018-11-01-3-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
This test has been superseded on 07/17/2020.
Reason: corrected
Test 2 of 7
DIME Test ID: 2018-11-01-3-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
This test has been superseded on 07/17/2020.
Reason: corrected
Test 3 of 7
DIME Test ID: 2018-11-01-3-4
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 07/17/2020
Date Tested: 11/05/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Correction Factor (CF)
|
0.30
|
|
Corrected Residue (Rc)
|
0.4
|
Test 4 of 7
DIME Test ID: 2018-11-01-3-5
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 07/17/2020
Date Tested: 02/26/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Will control cubes be used per ASTM C311?
|
yes
|
|
Age of specimen
|
7 days
|
|
The amount of flow
|
108 %
|
|
The amount of water used
|
48 %
|
|
Compressive strength of 1st specimen
|
3346 psi
|
|
Compressive strength of 2nd specimen
|
3205 psi
|
|
Compressive strength of 3rd specimen
|
3268 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
3270 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
4020 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
81 %
|
Test 5 of 7
DIME Test ID: 2018-11-01-3-6
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 07/17/2020
Date Tested: 03/19/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: Specimen 2 outside allowable limits. Two cube average presented.
Test Result Compliance: complies
Additional Comments When Verified:
|
Will control cubes be used per ASTM C311?
|
yes
|
|
Age of specimen
|
28 days
|
|
The amount of flow
|
108 %
|
|
The amount of water used
|
48 %
|
|
Compressive strength of 1st specimen
|
4224 psi
|
|
Compressive strength of 2nd specimen
|
3918 psi
|
|
Compressive strength of 3rd specimen
|
4433 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
4330 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
5030 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
86 %
|
Test 6 of 7
DIME Test ID: 2018-11-01-3-7
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
Data has not been verified.
Test 7 of 7
DIME Test ID: 2018-11-01-3-8
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
Data has not been verified.
