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: 2018-07-18-6
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: 07/18/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2018
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Type 1P
From where was the sample collected: Source
Laboratory sample identification: CM185820
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nevada Cement
DIME Test ID: 2018-07-18-6-2
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: 02/15/2019
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 -- Specimen 3 break was outside allowable range. Correct final result is 2910 PSI.
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
2833 psi
|
Compressive strength of 2nd specimen (psi)
|
2992 psi
|
Compressive strength of 3rd specimen (psi)
|
2682 psi
|
Average Compressive strength (to nearest 10 psi)
|
2840 psi
|
DIME Test ID: 2018-07-18-6-3
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: 02/19/2019
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 -- Specimen 3 break was outside allowable range. Correct final result is 3570 PSI.
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
3637 psi
|
Compressive strength of 2nd specimen (psi)
|
3508 psi
|
Compressive strength of 3rd specimen (psi)
|
3123 psi
|
Average Compressive strength (to nearest 10 psi)
|
3420 psi
|
DIME Test ID: 2018-07-18-6-4
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: 03/12/2019
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)
|
4480 psi
|
Compressive strength of 2nd specimen (psi)
|
4324 psi
|
Compressive strength of 3rd specimen (psi)
|
4576 psi
|
Average Compressive strength (to nearest 10 psi)
|
4460 psi
|
DIME Test ID: 2018-07-18-6-5
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 03/22/2019
Date Tested: 09/07/2018
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:
Additional Comments When Verified:
Specific gravity
|
2.956
|
Water Content
|
236
|
The amount of flow (In percent)
|
89 %
|
The amount of water used (In percent)
|
67.43 %
|
Net Weight of Sample
|
832.7 grams
|
Air Content
|
8 %
|
DIME Test ID: 2018-07-18-6-6
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 03/22/2019
Date Tested: 09/07/2018
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:
Additional Comments When Verified:
Density of hydraulic cement
|
2.956 g/cm^3
|
DIME Test ID: 2018-07-18-6-7
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: 08/29/2018
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:
Additional Comments When Verified:
Type of Water Used
|
Type III grade reagent water
|
Time in minutes of last penetration greater than 25mm (E)
|
179 min
|
Time in minutes of first penetration less than 25mm (H)
|
180 min
|
Penetration reading at time E
|
25 mm
|
Penetration reading at time H
|
24 mm
|
Initial time of setting
|
179 min
|
Final time of setting
|
no data
|
Method Used
|
Test Method A
|
DIME Test ID: 2018-07-18-6-8
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 03/22/2019
Date Tested: 02/06/2019
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:
Method Used
|
Test Method A
|
Test Time
|
101 seconds
|
Fineness
|
4329 cm^2/g
|
DIME Test ID: 2018-07-18-6-9
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: 09/28/2018
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:
Additional Comments When Verified:
Corrected residue, % (Rc)
|
8.7 %
|
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325)
|
91.3 %
|