Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2017-03-06-8
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: Proficiency
Type of Material: Cementitious
Sample Taken Date: 03/06/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2017
The quantity of what the sample constitutes: 7800 Grams
A brief description of the sample: CCRL 080
From where was the sample collected: Other
Laboratory sample identification: CM178080
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCRL
DIME Test ID: 2017-03-06-8-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/22/2019
Date Tested: 03/17/2017
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: 3 Day Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
2922 psi
|
Compressive strength of 2nd specimen (psi)
|
3447 psi
|
Compressive strength of 3rd specimen (psi)
|
3444 psi
|
Average Compressive strength (to nearest 10 psi)
|
3270 psi
|
DIME Test ID: 2017-03-06-8-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/22/2019
Date Tested: 03/21/2017
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: 7 Day Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
3777 psi
|
Compressive strength of 2nd specimen (psi)
|
4071 psi
|
Compressive strength of 3rd specimen (psi)
|
3933 psi
|
Average Compressive strength (to nearest 10 psi)
|
3930 psi
|
DIME Test ID: 2017-03-06-8-4
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/22/2019
Date Tested: 04/11/2017
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: 28 Day Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
5670 psi
|
Compressive strength of 2nd specimen (psi)
|
5071 psi
|
Compressive strength of 3rd specimen (psi)
|
4746 psi
|
Average Compressive strength (to nearest 10 psi)
|
5160 psi
|
DIME Test ID: 2017-03-06-8-5
Test Method: ASTM C187-16: Standard Test Method for Amount of Water Required for Normal Consistency of Hydraulic Cement Paste (Water Normal Consistency)
Verified Date: 03/22/2019
Date Tested: 03/24/2017
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:
Mass of Water
|
166 g
|
Mass of Dry Cement
|
650 g
|
Water required for normal consistency
|
26.0 %
|
DIME Test ID: 2017-03-06-8-6
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 03/22/2019
Date Tested: 04/03/2017
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:
Type of Water Used
|
Type IV grade reagent water
|
Initial time of setting
|
121 min
|
Final time of setting
|
240 min
|
DIME Test ID: 2017-03-06-8-7
Test Method: ASTM C151-15: Standard Test Method for Autoclave Expansion of Hydraulic Cement
Verified Date: 03/22/2019
Date Tested: 04/11/2017
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:
Additional Comments When Verified:
Change in length of specimen(In percent)
|
-0.073 %
|
DIME Test ID: 2017-03-06-8-8
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 03/22/2019
Date Tested: 04/11/2017
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:
Additional Comments When Verified:
Specific gravity
|
2.966
|
Water Content
|
228 mL
|
The amount of flow (In percent)
|
82 %
|
The amount of water used (In percent)
|
65.14 %
|
Net Weight of Sample
|
844.6 grams
|
Air Content
|
7 %
|
DIME Test ID: 2017-03-06-8-9
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 03/22/2019
Date Tested: 04/11/2017
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:
Additional Comments When Verified:
Density of hydraulic cement
|
2.966 g/cm^3
|
DIME Test ID: 2017-03-06-8-10
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 03/22/2019
Date Tested: 04/04/2017
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: 2.655 gram sample
Test Result Compliance: complies
Additional Comments When Verified:
Method Used
|
Test Method A
|
Test Time
|
123 seconds
|
Fineness
|
4648 cm^2/g
|
DIME Test ID: 2017-03-06-8-11
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 03/22/2019
Date Tested: 03/22/2017
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:
Additional Comments When Verified:
Corrected residue, % (Rc)
|
2.76 %
|
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325)
|
97.24 %
|